SW8960605_APPROVED PLANS_20180131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 °Iuouo�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2cwi661 b�
YYYYMMDD

LOCH TION MAP
NOT TO SCALE
I
LOCATED IN THE CITY OF WILMINGTON
WILMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
ORIGINAL DEVELOPER:
LAKESIDE ESTATES, L.L.C. PO BOX 1213
WILMINGTON, NC 28402
(910)-270-5100
CURRENT OWNER:
LAKESIDE PARK OWNER'S ASSOCIATION, INC.
PO BOX 56
HAMPSTEAD, NC 28443
(910)-620-1237
NOTES:
1. SURVEYED OCTOBER 1997 and MAY 2001.
2. ALL DISTANCES ARE HORIZONTAL
J. FOR REFERENCE SEE MB 2 PGS 144 dr 145
4. AREAS COMPUTED BY COORDINATE METHOD.
5. THIS MAP IS NOT FOR RECORDATION,
CONVEYANCE, OR SALES
Lakeside Park
- High Density Subdivision Stormwater Project tracking:
DENR / DWQ
Permit No. SW8 960605 Modification
POND No.1 -
Lot No.
Project Name
Offsite
Permit No.
Lot Area
Net Lot Area
Allowed Imp.
(acres) (minus wetlands)
at 85% (sf)
Lot 3
Wilmington Health Assoc.
SW8
060647
6.08
6.08
225118
Lot 8A
Holiday Inn Express
SW8
171007
2.00
2.00
74000
Lot 11
Childrens Learning Centel
030812
1.29
1.29
47764
Lot 12
Coast Guard & Customs
SW8
010622
2.12
2.12
78495
Lot 14
Carolina Pediatrics
SW8
070928
0.97
0.97
35915
Lot 15
Wilco Service Center
SW8
091209
1.54
1.54
57020
Lot 16
Bojangles' Restaurants
SW8
120403
1.58
1.58
58482
Lot 22
FBI Office
SW8
051214
4.07
2.52
93306
Lot 24
Seamist Properties LLC
unpermitted
3.48
1.36
50355
Totals
23.13
19.46
720455
Pond Area
Lakeside Park
SW8
960605Mod
1.95
1.95
NA
R/W Area
Lakeside Park (R/W)
SW8
960605Mod
3.41
3.41
182108
Total
Permitted Drainage Area =
25.60
acres
Total
Impervious in Lots allowable (at 85%)=
720455
sf
Total
Imp. permitted (900605Mod)=
959931
sf
POND No.2
Lakeside Park
- High Density Subdivision Stormwater Project tracking:
DENR / DWQ
Permit No. SW8 960605
Modification
POND No.2 -
Lot No.
Project Name
Offsite Permit No.
Lot Area
Net Lot Area
Allowed I
(acres)
(minus wetlands)
at 85% (03.
Tract
Atlantic Dermatology
SW8 960605
1.15
1.15
42580
Lot 1
Coastal Pulmonary
SW8 010327
1.27
1.27
47023
Lot 2
New Hanover County
unpermitted
8.71
8.43
312129
Lot 8R
Delaney Radiology
SW8 050411
9.71
6.82
252569
Totals
20.84
17.67
654301
Pond Area
Lakeside Park
SW8 960605Mod
3.32
3.32
NA
R/W Area
Lakeside Park
SW8 960605Mod
2.24
2.24
87850
Total Permitted Drainage Area = 25.23 acres
Total Impervious in Lots allowable (at 857)= 654301 sf
Total Imp. permitted (9006051vod)= 988703 sf
2660-DWQ- t ra ck i n g. xl s
Note Well
The permitted amounts of impervious surfaces
have NOT been verified with as -built surveys.
� N
404 WETLANDS _
i
All
404 WETLANDS
1
ATLANTIC DERMATOLOGY LOT
1104 MEDICAL CENTER DR.
ATLANTIC MEDICAL PROPERTIES
DB 2101 PG 750, DO 2106 PC 003
/
1.15 ACRES
SW8 96060SWOD
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VP EXISTING IRON PIPE '14t�� ��'' �--�i�% �i � S 84*47'16"E
ECM EXISTING CONCRETE MONUMENT \ �- W
NCDOT NORTH CAROLINA DEPARTMENTOF TRANSPORTA77ON
NOGS NORTH CAROLINA GRID STATION Z
IS IRON SET W
PP POWER POLE V
CL 9172
R/W RIGHTOFE IRWAY Note Well: I a
Delineated USACOE wetlands were surveyed in April of 1996 and the delineation and record map has expired. I 4
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SAME SCALE t= S5r. LOT 8R (north)
1025 MEDICAL CENTER DR.
W '
ADDITIONAL DRAINAGE AREA 00a DELANEY AT MCD LLC
8686.0 SQ. FT. F MB. 62, PG. 285
0.20 ACRES a �8 I 9.71 AC
9110\ I SW8 050411 & a
ADDITIONAL LANE \
2181.8 SQ. FT.
0.05 ACRES
REPORT ENTIRE / ADDINONAL TURNLANE /
AREA AS IMPERVIOUS SW8 030809 PAVEMENT = 11.143 SF
NURSING FACILITY for DEV1N HEALTH GROUP / LOT 2
1000 MEDICAL CENTER DR.
\ - / NEW HANOVER COUNTY
/ D.B. 5197 PG. 2789
_. &71 ACRES
/ NO OFF517E CURRENTLY
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DRA1 gGfEREA D/ 29jT a
AREA
No. ? /
ap c° o. 7'
p o
/N IV =
/ CV
00
SW8 030809 Lot SA (South) ¢' DR DRAINAGE AREA DIV, _
\ SEPARATE POND & PERMIT MB. 2.0 AC . 285 / �' DRAINAGE AREA pIVIDE PONp No.2 �-
\ /% �� DND No.T S
IV
6 Dry
,3 41`S?b�C{7 LOT 11 g 0J. yy 1.01 ACRES
735 MEDICAL CENTER DR.
0.28 ACRES
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\ 0•^MA �P ' TD BUSINESS VENTURE$ LLC \ LOT 3 In
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D.B. 4186 PC 278 � / O
M.B. 43 PC 398 800 MEDICAL CENTER DR.
a&
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1.29 ACRES a& D.B. 5240 PC 822 N
pb SHE 030812 _ 7� 0 A
A
yh. 6.08 ACRES
/ �• �`�r%� / ��6 �� ' �% A .�'fi. c.c.M vi5 SR� SM 060647 m
\ /
10,
'0" 0
Note Well /
I i
Delineated USACOE wetlands were surveyed in April /� \
i 1 `:. J �s of 1996 and the delineation and record map has expired. \
LOT 12
OLD
/ , i 1� 1 \ 721 MEDICAL CENTER �� ' °•' 'FR}
STONE tV \R, A '�' SEAMIST PROPERTIES100,
\\1�-'J/ iD.B. 2972 PC 107
-- M.B. 41 PG 81 \ \ \
212 ACRES
/
swe 010622
loe�i
I.S. r.. pFz
1((((jj/// t}} LOT zz
735 MEDICAL CENTER DR.
�� i 736 MEDICAL CENTER DRIVE OFFICE ASSOC 5 G M
D.B. �sPfi zuo
ao7 AACRES
.,.10 `^ SW8 057214 C)
r
I
1.43 ACHES
4�ad � � 4p7�A� as \ �\ ��0
Ile
IN QJr �-4 v
O N
LOT 14 d 5a m l��V IN loe
715 APICAL CENTER DR. G,
FCA PROPERTIES LLC
' �, �� li D.B..97 A PG. 1819
Ma;1d O _ 6 `�.. 'd-a 0.8E ACRES
SW8 070928N. �GB' Note Well
�6
A
ADDITIONAL DRAINAGE V t\� 1,i� V' G�-` Delineated USACOE wetlands were surveyed in April 'r} \
F` 1` S ` v of 1996 and the delineation and record map has expir
ELR
AREA = 0.20 ACRE
G G ELP.
J
SCALE: 1 " = 100
LOT 15
2395 CBEACH ,RD. 1.38 ACRES
WILCOHESS COHESS LLC a
D.B. 5300 PC 1819 \3g \3 \ 0 100 200 300
x 1.54 ACRES \ 3
SW8 091209
i
n 'P ae. pp LOT 24 0.03 ACRES
+'
716 MISTCENTER DR.
SEEDCAPRL ENTER LLC PRELIMINARY PLAN -
gg `�'�
s N % f q'E4' D.B. 5236 PC 567
` 3.48 ACRES
NO OFFSITE CURRENTLY .0000' �'r1 N N'\5 \ i
G LOT 16 / La \ NE`G \ 2z \ / Water Quality Master Plan for i, ras
2409, {O�USNA BEACH ROAD
BOJANGLES�� ACRESAN75 INC
A.�� ;y 5wea720413 / / \ ,t, Lakeside ParkY���°�S
s �� �� OF 1� \6 �ATEDNfWHP OF WILMINGTON\ TONTHE
NEW HANOVER COUNTY NORTH CAROLINA LAKESIDE PARK OWNER'S ASSOCIATION, INC.
6 PO BOX 56
13 HAMPSTEAD, NC 28443 J
�0 g#N�� N MR. fl \ \ \Z \\ % (910)-620-1237 �Q A
1. 9 � ��✓9'- <JPGf- �• \\ Y ��, :J
IS MASTER PLAN WAS N ORIGINALLY PREPARED SER CES, PA THIS VERSIONIS AN MOMODIFICA ONT DESIGN OM / CORRECT LOT BA AND 8R. N O RRI S ]p�� LJr TUN STALL 2 '
2 m 2. THIS PLAN IS A COMPOSITE MAP FOR GRAPHICALLY TRACKING
EL 5 \ / EXISTING DENR / DWQ PERMITS, QUANTITIES AND AREAS, AND SHOULD CONSULTING ENGINEERS P.C. November 20, 2017
T
NOT IN PRO�.ECT AREA \ NOT BE TAKEN FOR A SURVEY OR SUBDIVISION OF LAND. REFERENCE # 17O3J
2CAROLINALAKESIDE BE LL RO'� IS MADE ON THE INDIVIDUAL LOTS TO THE DEED BOOK AND PAGE 902 MARKET STREET 1429 ASH -LITTLE RIVER RD. NW
0.35 ACRES NUMBER WHERE THE SURVEYS ARE RECORDED WITH THE NEW
WILMINGTON, NC 28401 ASH, NC 28420
NOT IN ORNNAGE AREA `� y� E• oo HANOVER COUNTY REGISTRAR OF DEEDS. THE PERMITTED AMOUNTS OF
Nam od, o' ,w tq6' IMPERVIOUS SURFACES HAVE NOT BEEN VERIFIED WITH AS -BUILT PHONE (9tO) 343-9653 PHONE [phone]
$•g Sb8 SURVEYS. OF 1
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jects\2017\17039 Holiday Inn Express\17039 Plons\dwg\17039_Water Quality Mat, Plan.dwg (Model) Plotted on: Nov 20, 2017 - 8:36am by Coduser

L`-' CA T/ON MAP
Lakeside Park
- High Density Subdivision
Stormwater
Project tracking:
DENR / DWO Permit No. SW8 960605
Modification
NOT TO SCALE
�oR sP
POND No.1 -
3�
Lot No.
Project Name
Offsite
Permit
No. Lot Area
Net Lot Area
cP`cCN�-
v,Eo s�
(acres) (minus
wetlands)
m
s
Lot 3
Wilmington Health Assoc.
SW8
060647
6.08
6.08
CANTERBURY
Lot 9 (south)
Delaney Radiology
SW8
050411
1.39
1.39
Lot 11
Childrens Learning CenterSW8
030812
1.29
1.29
Lot 12
Coast Guard & Customs
SW8
010622
2.12
2.12
`� ca°" �s�'ti NP�NJ�SeisjOo
Lot 14
Carolina Pediatrics
SW8
070928
0.97
0.97
s
Lot 15
Wilco Service Center
SW8
091209
1.54
1.54
o"V`N°jO
Lot 16
Bojongles' Restaurants
SW8
120403
1.58
1.58
N
Lot 22
FBI Office
SW8
051214
4.07
2.52
Lot 24
Seamist Properties LLC
unpermitted
3.48
1.36
LOCATED IN THE CITY OF WILMINGTON
WILMINGTON TOWNSHIP
Totals
22.52
18.85
NEW HANOVER COUNTY, NORTH CAROLINA
Pond Area
Lakeside Park
SW8
960605Mod
1.95
1.95
R/W Area
Lakeside Park (R/W)
SW8
960605Mod
3.41
3.41
ORIGINAL DEVELOPER: LAKESIDE ESTATES, L.L.C.
Total Drainage
Area =
24.21 acres
PO BOX 1213
WILMINGTON, NC 28402
Total Impervious
in Lots allowable (at
85%)=
697940 sf
(910)-270-5100
Total Imp. permitted
(900605Mod)=
959931 sf
CURRENT OWNER: LAKESIDE OWNER'S ASSOCIATION, INC.
Lakeside Pork - High Density Subdivision Stormwater Project tracking:
DENR / DWQ Permit No. SW8 960605
Modification
POND No.2 -
Allowed Imp.
Lot No. Project Name
Offsite Permit No.
Lot Area
Net Lot Area
Allowed Imp.
at 85% (sf)
(acres)
(minus wetlands)
at 85% (sf)
Tract Atlantic Dermatology
SW8 960605
1.15
1.15
42580
225118
Lot 1 Coastal Pulmonary
SW8 010327
1.27
1.27
47023
51466
Lot 2 New Hanover County
unpermitted
8.71
8.43
312129
47784
Lot 9 (north) Delaney Radiology
SW8 050411
11.71
8.82
326569
78495
35915
Totals
22.84
19.67
728301
5702D
58501
Pond Area Lakeside Park
SW8 960605Mod
3.32
3.32
NA
93306
R/W Area Lakeside Park
SW8 960605Mod
2.24
2.24
87850
50355
Total Drainage Area =
25.23 acres
697940
Total Impervious in Lots allowable (at
85%)= 728301
sf
NA
182108
Total Imp. permitted (900605Mod)=
988703
sf
2660-DWQ- tracking.xl s
PO BOX 56 Note Well:
HAMPSTEAD, NC 28443 The permitted amounts of impervious surfaces
CONTACT PERSON: MIKE NADEAU have NOT been verified with as -built surveys.
(910)-620-1237
NOTES.
POND No.2
1. SURVEYED OCTOBER 1997 and MAY 2001.
AS -BUILT SUMMARY (05-22-01)i
2. ALL DISTANCES ARE HORIZONTAL
I. Impervious area (permitted)
AS
SHOWN
3. FOR REFERENCE SEE MB 2 PGS 144 & 145
2. Normal pool surface area
0.985
acres
3. Normal pool Surface Elevation
10.0
MSL
4. AREAS COMPUTED BY COORDINATE METHOD.
4. Pond depth (deepest point)
T
6 feet
5. THIS MAP IS NOT FOR RECORDATION,
5. Bottom elevation (deepest)
2.4
MSL
CONVEYANCE, OR SALES
6. Orifice elevation
7 N I 1 tl (St t t )
10.0
11
MSL
5 MSL -
LEGEND
EIP EXIS17NG IRON PIPE
ECM EXISTING CONCRETE MONUMENT
NCDOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NCGS NORTH CAROLINA GRID STATION
IS IRON SET
PP POWER POLE
CL CENTERLINE
R/W RIGHT-OF-WAY
/ INSET \
SAME SCALE
ADDR10N& DRAINAGE AREA
8686.0 SQ. FT.
0.20 ACRES
ADDRIONAL LANE
2181.8 SQ. FT.
0.05 ACRES
\ REPORT ENTIRE
AREA AS IMPERVIOUS
POND No.1
AS -BUILT SUMMARY (05-22-01),
ITEM AS -BUILT
1. Impervious area (permitted) AS SHOWN
2. Nornal pool surface area 0.927 acres
3. Normal pool Surface Elevation 10.0 MSL
4, Pond depth (deepest point) 7.6 feet
5. Bottom elevation ( deepest) 2.4 MSL
6, Orifice elevation 10.0 MSL
7. Weir elevation (State storage) 11.5 MSL
8, State storage volume 1.773 acre-feet
9. 6' shelf Yes
10. 10' access Yes
11. Forebays Yes
12, Outlet elevation 10.0 MSL
13. Primary Spillway elevation 13.8 MSL
14. Emergency Spillway elevation 14.2 MSL
15. Embankment elevation 15.2 MSL
16. Side slopes (typical) 2.8r 1 to 5, 1
17, Orifice size 4'PVC
18. Weir cut length 4,0 feet
19, 10-year 0(out) 40 cfs
20. 10-year WSEL 13.7 MSL
B.
e r e eva on a e s orage
State storage volume
2,015 acre-feet
9.
6' shelf
Yes
10.
10' access
Yes
11.
Forebays
Yes
12.
Outlet elevation
10.0 MSL
13.
Primary Spillway elevation
13.8 MSL
14.
Emergency Spillway elevation
14.2 MSL
15.
Embankment elevation
15.2 MSL
16.
Side slopes (typical)
2.8, 1 to 51 1
17.
Orifice size
4'PVC
18,
Heir cut length
4.0 feet
15.
11.)-year Q(out)
42 c•
20,
10-year WSEL
13.8 MSL
404 WETLANDS
AAR/EA
1
\ \ 404 WETLANDS
AREA
3
\ 1ry4ho
0h
ry� hA
AS -BUILT AREAS:
EL10.0= 40370 sf
EL11= 56680 sf
EL11.5= 58120 sf /
EL12= 59580 sf
EL13= 625540 at •
EL14= 6580 sf /
EL15= 69220 sf 11
State storage=
77,225 Of /
POND SUMMARY: ' G'
STATE WATER QUALITY CONSIDERATIONS - NORMAL WSEL= 10.0 OLD
Surface Area required = 31,725 sf SA = 40,370 sf / STONE
Surface Area provided = 40,370 sf
Storage volume required = 73,550 cf STATE STORAGE WSEL= 11.5 /
Storage Volume provided = 77,225 cf SA = 58,120 sf /
Storage Volume Drawdown Time = 3.0 days ESMT.AREA= 1.95 ACRES / 106
FOREBAY CALCULATION: / / QG \+4 I.s.
Approximate Forebay Volume = 28000 cftQGQP�F,P 0
W
W
I
0 I
0
H
4'
/ /
NORMAL WSEL= 10.0
' SA = 42,890 sf -
STATE STORACc WSEL 11.5
SA = 67,566 sf
ESMT.AREA= 3.32 ACRES
J1,
404 WETLANDS
Q;
Q
IIIII( \ 1 \\\\\\ O
¢o¢�
•Ttj 4�
POND SUMMARY:
STATE WATER QUALITY CONSIDERATIONS -
Surface Area required = 34,620 sf
Surface Area provided = 42,890 sf
Storage Volume required as 80,200 cf
Storage Volume provided = 87,760 cf
Storage Volume Drawdown Time = 3.4 days
FOREBAY CALCULATION:
Approximate Forebay Volume = 18000 cft
AS -BUILT AREAS:
EL10.0= 42890 sf
EL11= 65890 sf
\ EL167595 sf
EL12= 69010
72195
EL13= 72195 sf
EL14= 75455 at
EL75= 78790 sf
State storage=
\ = 87,760 of /
404 WETLANDS
N
ATLANTIC DERMATOLOGY LOT
1104 MEDICAL CENTER DR.
ATLANRC MEDICAL PROPERTIES
OB 2101 PG 750, DB 2106 PG 003
/ 1.15 ACRES
SW8 960605111100
i
ti
S •,
/ O/A
g
s 89'10'33'E I /
9IO'
Note Well:
Delineated USACOE wetlands were surveyed in April
of 1996 and the delineation and record map has expired. Q
.B. 5 I AU
O
1.50 ACRES
s�
� I
RS• I 1
00,
°O•, I
I
ADDITIONAL NRNLANE
�8950\ I PAVEMENT = 11.143 SF B cE
Remainder of LOT 9 (north) / I
SW8 030809 1025 MEDICAL CENTER DR.
DELANEY AT MCD LLC /
NURSING FACILTY for DEVIN HEALTH GROUP D.B. 4016 PG. 360
_ 11.71 ACRES TOTAL /
- -- 10.32 ACRES POND No.2 DA
SW8 0504/1
UN
I N
2/ C C. M
/ GB
���971VAGE AR � / /
N� gGe aR oDi'l De2gy, /
SW8 030809 \
SEPARATE POND k PERMIT �/
.,IMMY PRIDCEN / °)1,9�i��'.'F'�F,S
D.B.1278 PG 543
SS° \9
JIMMY PRIDGEN _ g\
/ D.B. 1970 PG 511 tat m K
1,5
/ / p K'. EI.P.
��LOT 14
N
715 MEDICAL CENTER OR.
y z FCA PROPERTIES LLC
D.B. 5300 PG 1819
y_ 0.97 ACRES
SEE INSET ABOVE N 4yr `G w, SW8 o7osza tr1.
ADDI770NAL DRAINAGE E I R
AREA = 0.20 ACRE
LOT 11
7W MEDICAL CENTER DR.
7D BUSINESS VENTURES. LLC
D.B. 4186 PG. 278
M.B. 43 PG 398
1.29 ACRES
SW8 030812
LOT 12
721 MEDICAL CENTER D
SEAMIST PROPERTIES j
lit D.B. 2972 PG. 107
M.B. 41 PG 81
2.12 ACRES
SW8 010622
G
U
N
J
To
by I V I Df \ % No
/ �N/S//n POND \ ? U
V rya 7
DRAINAGE AR
rA
Portion of Lot 9 (south) / DRAINgGE AREy NDE = POND No.2
1.39 ACRES IN POND No.1 DA �IIIlI1/�?OND No. i
h�i V
ti
S . 06 v
N" \SR• S' / 6'1 �AREAIIANOS
a
/ 1.01 ACRES
aB as
Note Well:
Delineated USACOE wetlands were surveyed in April
of 1996 and the delineation and record map has expired.
ti
aB � S,<llC`
Y\
e7 �1
�Wr sr�
1}
404 WETLANDS r46 �AQ
AREA /
S
LOT 22 B OGry
736 MEDICAL CENTER OR. aB
736 MEDICAL CENTER DRIVE OMCE ASSOC
D.B. 5207 PG. 2430 O
4.07 ACRES
SW8 051214
40,1t WET ANnR
ACRES
7.43 ACRES
\ \\G• Ely.
aRF'S
P
LOT 15 w - `�A� °/ 404 WETLANDS
2395 CAROLINA BEACH RD. n .-. ce. AREA / EIP \ \
WILCOHESS LLC aB 1.38 ACRES
D.B. 5J00 PG. 1819 166
z 1.54 ACRES
SW8 091209
4 0.03 ACRES
,° 1.617. tOtF p5 Cie 60' LOT 24
''S,. 14' E 3q6 1P� 716 MEDICAL CENTER DR.
ego° °° ' 10 SEAMIST PROPERDES LLC \ 2
SAP. 56] dbD.B. 5236 PC. 567 /yrCi
3.48 ACRES t~ d 44v ees is \ �A
N 63�p9 90 \®� �� NO OFFSI TE CURRENTLY / �pe` pew1,6 W 625
®® ®® wv �>
6 i® GOGN a BOJANGLEISBRESTAURANTS INC. 2409 CAROLINA BEACH ROAD 63
Qw' •y° IP. ACRES
SWa 120413
Ww \W
c y OF
..9.
�cl,
SIP
I0ad
\
Ilmat
w RYma WE
tit O$ .wain. Mn m.
h Orr
5 us .w Pa .ns
J ems»
MOP \
K m \
LOT 1
1090 MEDICAL CENTER DR.
BREATH HOLDINGS LLC
w,wrW D.B. 2894 PG 1144
ffi 1.27 ACRES
(\ W SW8 010327
265,76
S 8447'16-E
LOT2
1000 MEDICAL CENTER DR.
NEW HANOVER COUNTY
D.B. 5197 PG 2789
8.71 ACRES
NO GEFSIIE CURRENTLY
0.28 ACRES
LOT 3 Itn
800 MEDICAL CENTER DR.
O
MEDSERV CO.
D.B. 5240 PG. 822
N
� p
6.08 ACRES
SW8 060647
m
/
Note Well:
Delineated USACOE wetlands were surveyed in April /\ \
of 1996 and the delineation and record map has expired.
Ilk
5 O'J22\ib G� PQMNG-`p�
PJ�N
\ \/ Av rKuvtu
RTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DQIVISION Of WATER QUALITY
6w3 q(fao 05 6/Jo/ i" V
�!► $ \ L te. ' \ \ \ \ \ 00 50 0 100 200 300
P b
\ is 6V °vn f� t a910t P`N SIP ,y. o5\ 1�r-
® SCALE IN FEET: 1"= 100'
• W N ..
9 \ yy
r(\OMOF it.
/
E I.P 5 r 'Pt 'G
NOT IN PRO CT AREA
2145 Cr A
KE
LASIDEIDE'EA cE LLC
G
R
5
REMOVED
SAL NATION r'?`dY LOT
g
.2-12
4
REVISED
_
AS PEP CEr1R / DWO COMMENTS
5-14-12
3
REVISED
TO ADD LOT 16 BOJANGLES J
4
04-12
2
REVISED
AS PER DEN? / DWO COMMENTS
10-11-10
1 RCJ 'v0.
. _;'I STOLID
L.ATF
. �T IN D.AI., ACE ARF,-
P
C°pN9 r® N 9 g SerN PA An of n
PorroducIton or Use at the t I I this 0 e additions°
.fer s to Ms
rtU r I - (
-,c ? _.l ] n r i
PRELIMINARY PLAN
Note Well:
This plan is a composite map for graphically tracking
existing DENR / DWQ permits,quantities and areas, and
should not be taken for a survey or subdivision of land.
Reference is made on the individual Lots to the Deed Book
and Page Number where the surveys are recorded with
the New Hanover County Registrar of Deeds.
The permitted amounts of impervious surfaces
have NOT been verified with as -built surveys.
r
Water Quality Master Plan for
y'
Lakeside
ParkJUN
14 2012
;.
Date:
May2oto
Scale-
LOCATED IN THE CITY OF WILMINGTON
MLMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
k ;y
(('S1L)r
a C A;
r li
BY:__ ----__--
Scale
LAKESIDE OWNER'S ASSOCIATION, INC.
PO BOX 56
HAMPSTEAD, NC 28443
CONTACT PERSON: MIKE NEDEAU, 910-620-1237
Drawn:
DSH et al
Checked:
DSH et al
Project No:
# 2660
®Ft / sheet NoHAMOVER DESG3�' SEbU�Cr
LAIVb & LAND YLAfd'KchSl � p
1123 FLORAL PARKWAY
WIIMINGTON, N.C.25403 � p

SSMH
zz
NOTES
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE AS NOTED
4. SURVEYEDJULY 2010
5. REFERENCE AS NOTED
LEGEND
+24.1 = SPOT ELEVATION
E. LP. = EXISTING IRON PIPE
E. 1, = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY
C.P. = COMPUTED POINT
L S.A. = LANDSCAPE AREA
00 v U
le
_ASPHALT PARKING
26228.0 SO. FT.
0.60 ACRES
C\B US. 2106 PG. 03
SIDEWALK
CABLE
PED. 28
TWO STORY '
4 C\B i OFFICE BUILDIN
w POWER y ATLANTIC MEDICAL PR(
A 1098 MEDICAL CENTER
W PED v WILMINGTON, NO 28401
U
E.I.P.
C\B
BACK FLOW
PREVENTOR
PORCH
EXISTING CONDITIONS SURVEY I OR LOCATION MAP
NOT TO SCALE )
/ ATLANTIC MEDICAL N ��7,r,
PROPERTIES, L.L.C.
CITY OF WILMINGTON �S7eR7q SITE
NEW HANOVER COUNTY
NORTH CAROLINA
B�
Y\5�DATE: JULY 7, 2010
0
OWNER: ATLANTIC MEDICAL PROPERTIES, L.L.C.
1615 DOCTORS CIRCLE
WILMINGTON, NO 28401
SITE ADDRESS:
1098 MEDICAL CENTER DR.
WILMINGTON, NO 28401
1104 MEDICAL CENTER DR.
23776.7 SO, FT. WILMINGTON, NC 28401
>S 0.55 ACRES
B' DB. 2101 PG. 750 5.6'
N/F RICHARDSON
.D
1089-845
00,
S�
F 2F_
1'04 MEDICAL CENTER DR/
i
WILMINGTON, NC 28407
BACK FLOW
PREVENTOR
2
CONCRETE
DUMPSTER PAD
2,Q y
l 9 9T
9
\ � E.LP.
SIDEWALK
PED,
MEDSERV
IMPERVIOUS CALCULATIONS
TOTAL AREA LOTS — 1.15 ACRES — 50,005 SF.
80% PERMISSIBLE BUILT UPON AREA— 40,004 SF.
PARKING LOT = 17,705 S.F.
3UILDINGS = 9,327 S.F.
SIDEWALK\CONC = 5121 S.F.
TOTAL IMPERVIOUS = 32,153 S.F. = 64% IMPERVIOUS
At" i� irl�rD
NORTH CAROLIN,A ENVIRONMENTAL
MANAGEMENT COMMISSION
!DIVISION OF VVATER QUALITY
CAN ia/)3/(b
CURVE
I RADIUS
CHORD BEARING
CHORD LENGTH
ARC L.
C'
280.00'
N 16-17'06" E
107.55'
108,22'
C2
280.00'
N 38'04'02" E
104.06'
1 104.67'
SGvB`-// Ovi&-2.5
RECEIVED
JUL 1 4 Z010
BY:
za' ,BOO ,"%tww"4y0
0 3 �� .•`.�P�Y1 CARO%j,
\ 0 U \ 9g •• O ..M". • �/
oO
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL 2 ¢ S SEAL �•L 3
SURVEY MADE UNDER MY SUS=ERVISION (DEpp DF5 RIIPTIO RECORDED IN BOOK 2101 L3830 9
\ \ PAGE 750-OR OTHER REFERENCE SOURCE DB._210--- - : THAT THE BOUNDARIES NOT : } y
___ J
W 35.5V SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK 37 PAGE-220- ��t_4� e.* .4//.
\ \ OR OTHER REFERENCE SOU 2" 0'-- _ THAT THE RATIO OF PRECISION OR �� y SURv ,.'�
POSITIONAL ACCURACY IS 2CJoo++___ ; AND THAT THIS MAP MEETS THE REQUIREMENTS q •-tlr�/ /�
OF THE STANDARDS OF PRAC ICE FOR LAN `RVEYI G 1 CORTH CAROLINA (21NCAC
56.1600)
THIS - _� DAY OF2010. ------
\ \ CHAEL J. L RENCE PLS 3830 y
30' 15' 0 30'
SCALE IN FEET
1„ = 30 FT.
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON,N.C. 28403
PHONE: [phone]
LICENSE y C-0597
5031 asbudt 2010 Tw
r

NOTE WELL: THIS IS A SITE GRADING AND WALL DIMENSIONAL PLAN ONLY AND CONTAINS
NO STRUCTURAL OR GEOTECHNICAL DESIGN.
EXTREME CARE SHALL BE EXERCISED BY THE CONTRACTOR TO CONTAIN IMPACTS TO THE
DELINEATED AREA LIMITS NOTED ON THIS PLAN.
WALL DEPTH AND THE FOUNDATIONS, ETC. TO BE DETERMINED BY CONTRACTOR AND
STRUCTURAL AND GEOTECHNICAL DESIGNER. ADDITIONAL NECESSARY CONSTRUCTION
ITEMS SUCH AS RAILINGS AND LANDSCAPING BY OTHERS.
TESTING
RAILING
BY OTHERS
CONCRETE IN PVC
22.5 22.6
- 23.0
2" ASPHALT
--
8 ABC
'Il, SEGMENTAL
--- RETAINING WALL
- -DESIGN
BY OTHERS
NOTE WELL:
DEEPEST
ALL SLOPES TO BE REPAIRED
=1 �14 0± VARIES
TO EXISTING CONDITIONS
--
WHERE APPLICABLE.
FOUNDATIONE
-=1.
SLOPES EXCEEDING
BY OTHERS
,. 6
2:1 TO BE VEGETATIVELY
STABILIZED WITH SOD OR
REINFORCED VEGETATED SOIL.
RETAINING WALL SECTION
N.T.S.
BY OTHERS
34'
x o
n U
Y
v
12'CLEAR 24
R-J'
Z
LNDSCP.
MIN
c5
vZ
o
0
?
o6
o
U
a
0
15.0'
15. 0'
v
N
R=3'
10.0'
15, 0'
MINIMUM PARKING LOT
\ NOT TO SCALE
�
PIPE ZONE
O.D. e
STANDARD CURB SECTION
NTS
SEE NCDOT 846.01 NCDOT 2'6"
FOR USE IN CAROLINA BEACH RD. ONLY
0/01
•'
NOW
r •
•r
•
/gyp
N.T.S.
BEDDING.DWG
WILCOHESS LLC
175' Carolina Beach - 1st Primary frontage
4375sf Streetyard required
4462sf Streetyard provided
SITE DATA
TAX PARCEL No. R06018-003-055-000
701 MEDICAL CENTER DRIVE
WILMINGTON, NC.
LOT 15 LAKESIDE PARK - MAP BOOK 52 PAGE 29
1,54 ACRES
NOTE: DETAILED LANDSCAPING
PLAN TO CITY
STANDARDS BY OTHERS.
5" CONCRETE MONOLITHIC
ISLAND (SURFACE MOUNTED)
SEE NCDOT 852.01
FOR ADDITIONAL DETAILS.
(RIGHT -IN, RIGHT -OUT ONLY)
*NCDOT PERMITS
REQUIRED
LEGEND
El. - EXISTING IRON
I.S. IRON SET
E.C.M. = EXISTING CONCRETE MONUMENT
R/W - RIGHT-OF-WAY
PIP = POWER POLE
IY LIP = LIGHT POLE
D- STORM DRAINAGE STRUCTURE
s.xaax EXIST. STORM DRAIN MANHOLE
DROP INLET
ram-. EXIST. SANITARY SEWER MANHOLE
EXIST. WATERLINE & F/H ASSEMBLY
1 EXIST. DRAINAGE PIPE
-c-, EXIST. GAS LINE
�Sq) DRAINAGE FLOW
+49.0 INDICATES SPOT ELEVATION (EXISTING)
22.1 + INDICATES SPOT ELEVATION (PROPOSED)
r
0
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCa
O�
=3M
m
CD o
Q5
nl
Cn0
Approved Construction Plan 0
Name Date
i Planning
Traffic
'Fire
I
STORMWATER MANAGEMENT
PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE
PERMIT #
SIGNED
L
24.2
Trri
0X�
0cn
z
n-lA0
p °J
'D 10
r
o
o R0BK
6018 1003-BEACH UROAD
23g5 CAROLINA
M Zoned CS
DI
/ j � Land Use: Used Car Lot
10'X70 NCDO f
01 SIGN TRIANGLE l 14"Pine
l // i
BE
i
rrll PRE�ERV�D
9 DRIVE 10 PL
u
O '
5 Ent Sidew�lk Dumps/l r TREE PROTECTION
I FENCING �\
ro ? \\ 2 `---N 64-06'29" E�288.34' \ __
+� +
1 + 23.1 2� 763 S` ... 4 00
P \ TAv1 WNG,TE16 etalL.C-E . ` O ...... �.
25'\ +
628 Sl11
f
v
r' 21
LID G 22 -
4 m� 24.49 o EcAF L7 Z o
♦ -a 24.2 + n Z� m
hT
�°-� BTOA \ r� i- O
CD
O O
N O � DO
L (� 0 T 4LgR O< N
s C 6. 0 m
° --�RyklNc z 22.1 + +22.0
I °'O r
24.55 z r' / Casjic•. 0
RF X G
rrI
FJ)', * GAS PUMP o
z z 2 R1O' LOCATION O
D" �� o Q (TYPICAL) 06
CD
N
A C 30.00'
U) m z 0 CD o NOTE WELL: ��
A y fTl OH ApZ TRANSITION FROM C� -
NCDOT C&G TO }'
O ��f CITY C&G AT 22.1 + +22.0
m � M < /n ° apO ro �, HANDI-CAP RAMPS 0 O o
D OJ D= 24.6 I I K o Arlo (TYPICAL) O z �
N m m cam) I 'p 1 CN++ I+ + (y
m en �� C o 1t 25.00' U
m K FTIf
o �'o A 11 Iv 50.00'FC �-
m (�
40' C LEAR
20' 0' 20' 40'
SCALE IN FEET 1 "= 20'
NO SIGNIFICANT TREES ON SITE.
REGULATED TREES TO BE REMOVED ARE FOR ESSENTIAL
SITE IMPROVEMENTS. NO REGULATED TREES ARE LOCATED
-- IN EXCESS PARKING AREAS.
IEXIS TING PA VE EAl T
VAN 1018.0(
ACCESSIBLE; a
`\
21.8 +
Q /
68.5'CLEAR
TO BILDG 22
21.7 +
R3 ' +22.
1..
221.4+EA 40'CLR._ _
212 +
10'
I j
Cn o
rt. FF=22.75
m
WWWWW��C
ONE STOR
nNOTE:(I SEE BUILDING PLAI
11 ELEVATION VIEWS.
,Foundation
a- __Pjclnting Efequirl
150 SF\,
1.
Ge--ZI6F+'-
ere +Sid+k21 .
0
X
to 7
Q
O p�
M
10
r^
I
O
I
z
-A]
O
DOUBLE -INLET
\
-P
-
V
0
Rl
X
ID
o
O
N
rn
��
22.1+
+2200,
1.9
�
(D
n
D
IZ (�
h--kT
CAMA LAND USE CLASSIFICATION:
�'o
r-r
r
D C%
Ra
C)
I�
N
.0
fTl
DEVELOPED"
NOTE:
SEE BUILDING P
ANS
(D
r
fT7
D
I0 m
O
0
-I
I
SITE NOT IN A SHOD OR COD.
APPROXIMATE TIME TO COMPLETION:
FOR ELEVATION
EWS.
(n
I�
24.82
\ A
-
D
UNDER i YEAR.
JRAE
(D
CD
j> l
+
o
m
((DD
m CD
Q 0 �X W N N Z�
I�
-4 > ( y14
� L„ SIGNAGE AND 8'X 18'X4"
(1 11 n m 24.75 \ A� ?0 CONC.PAD FOR -
�j n x \ LANDS APING 0 -
fn \ z o y \ EASEMENT o WAVE BENCH F9
�~ D �, UNRECORDED) &SHELTER M 21. +R78 i
WAVE STOP 106)' +
F \ m Ty�Fp \ 22�1 ++ +22.0 +21.9 + + 20'X70
24.6 /r G Ln Q + SIGHT T IAI
CNN LLJ 36:00
PO E C \�R11G� N U TADII�IG W'%A 6+ ,1�
Z
/ ) +22.2 +
i +0
SWl TCH Lnl \ \ %\
BOX N122 O1SF 1
-1
X.HYDRANT 18 DRIVE TO PL EX; ON
oA1-83`48'00"E ­ 295.28'TOTAL
'o WILCO STATION: AVERAGE HEIGHT = 22' K O
122'X 22'X 12% = 322 sf foundation landscaping required ` Z
325 sf foundation landscaping provided hT U) D V�
2289 sf interior landscaping required (16,350sf X14%) PpnD
2372 sf interior landscaping provided ELEV 1
ADDITIONAL FIRE DEPARTMENT NOTES 60' PUBLIC RIGHT OF WAY
- HYDRANTS MUST BE WITHIN 150' OF THE FDC
- THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT
-LANDSCAPING MAY NOT BLOCK ANY FDC OR HYDRANT WITH A 3' CLEAR SPACE MAINTAINED
- CONTRACTOR TO MAINTAIN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES DURING CONSTRUCTION
- HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB
- NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO BUILDING CONSTRUCTION
Mow Mmomm
F.?
N_��:, 01
68'
7' 27' 27' 3' 4
4 "GONG. 15 REVERSE CROWN 4 " CONC.
SIDEWALK PARKING (TYPICAL) SIDEWALY
SPACE CL
(TYPICAL) 2"ASPHALT
TYPE "A, 2.5' GRASSED
CURB ) 6"ABC BASE COURSE STRIP (TYP)
NOTE: Both sides are typically symmetrical.
MINIMUM PARKING BAY SECTION
NOT TO SCALE
(STORM SEWER SYSTEM
PIPE SUMMARYiWILCO HESS
STORM
SEWER SUMMARY
-
LINE
DIA LEN
INV
INV
SLOPE GRATE
GRATE
ID
IN LF
ELEV.
ELEV,
Y EL.
EL.
#----------------====(UP)====(Dn)(UP)====(Dn)-
EXI TO
2 18 52
16. 00
15. 25
1. 44 19. 90
18, 40
2 TO
3 18 88
17. 00
16, 10
1. 02 21. 00
19. 90
NOTE:CURB
INLET
BOXES TO
BE SIZED AS
NECESSARY
TO ACCOMODATE
OVERSIZE PIPES.
Parking: "Retail" o
3,600 sf Retail Building a N
18 spaces maximum 01/200sf (0co
9 spaces minimum 0 1/400sf m
10 parking spaces proposed, as follows: CD
9 regular spaces provided 0 o Q
1 van accessible HC space provided 3
1 - 12'x 45' loading space provided m
5 Bicycle spaces provided
�VNOIS
WILCOHESS LLC SITE
SITE DATA: PROPOSED
ZONING:
CS
(CD)
Existing Zoning is 0&l-1
Lot Area = 1.54 acre
Disturbed Area = 1.0 acre
f
1 BLDG-Height = 22'averoge
9 regular spaces
1 Loading space - 12'
X 45'
1 Handicap space, van
accessible
IMPERVIOUS AREA TABULATION:
PostdeveloP ed -
a. Buildings -
3,600
sf
b. Parking & Accesses -
28,927
sf
c. Sidewalks -
3,408
sf
d. Other (Canopy, bike rack, dumpster)
-
5,594 sf
e. Future/Safety -
12,204
sf
TOTAL = 53,733 sf
= 1.23 acres
= 80%
BUILDING LOT COVERAGE =
0.08 / 1.54
=
5%
IMPERVIOUS LOT COVERAGE
= 1.23 /
1.54
rrl
D
r
m 2
z:
A
D
P.KJ
NAIL
_<
CONTROL
O
vl
rl
NOTE
THIS PLAN TO BE UTILIZED AND
RENEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
WAVE 106
SIGN
�7? PROP
R=25'
to be reconstructedI,
drop inlet &
CL AN
oading).
MEDICAL CENTER DRIVE °UT Nrate ev 18.4
EX. SANITARY
SEWER MANHOLE
Zoned OI-1
Land Use: Vacant
10' NON -MUNICIPAL EASEMENT
WILCOHESS LLC
258' Medical Center 2nd Frontage
3225sf Streetyard required
3287sf Streetyard provided
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.
NOTE WELL -
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 15 WORKING DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS. L CA . S
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS.
XTAIL5 SHOWN ME TYPICAL OF INSTALLA110NS REWIRED BY NEW HMOVER COUNTY.
THIS SHEET ODES NOT PURPORT TO SHOW ALL REWIRE) CMSTRUCTIM DETW. BUT
RATHER SERVES AS A GUIDE THE CONTRACTOR IS RESPONSIBLE FOR AWERK TO ALL
OWNTY AND STATE CODES AND CONSTRUCTION STANDARDS
No geotechnical testhg has been performed on site. No worrmty
is made for eultabllity of subgmde, and onderoul and any regutred
replacement with saitdbie material shdl be the r♦sponsibhfty
of the contractor.
CAMA LAND USE CLASSIFICATION: "DEVELOPED"
SITE NOT IN A SHOD OR COD,
APPROXIMATE TIME TO COMPLETION: UNDER 1 YEAR.
NO DELINEATED WETLANDS ON SITE.
NOTE: NO DELINEATED WETLANDS ON SITE.
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
�4S F
73S
EXISTING OFF -SITE STORMWATER
DETENTION / RETENTION FACILITY.
SITE IMPERVIOUS LIMITED TO 85% OF GROSS AREA.
DENR / DWQ OFF -SITE PERMIT REQUIRED,
REFERENCE: DENR / DWQ SW8 960605 MOD
z a�
r
U
0 0
r n,
?<
?< 1 \
1
Co
co
1,
l'
x
x 'Zoned 101-1
, Land Use: Pond
i l
I l
,
Trrl
r
1
l
I
jRROJE
T ' IMITS
I
i1
/ 00
c_�;
z
/llo
I r
V11
< 0,
I
Fri
1
II r
i
7.
11U yy I
i
G,,/
DCA
l
! 1
i
\
I
i
\\
I(ZOO
,
CD
(n
I
/
�
I
LAKESIDE PARK H.O.A.
STORMWATER POND
I
(
14
n
X
Fri
5
EQUIR9YARD
10' NON-MUN
fib
EX. SANITARY
SEWER MANHOLE
CONCRETE
MONUMENT
CONTROL
r
rl
Ili
�
5" CONCRETE MONOLITHIC
00
ISLAND (SURFACE MOUNTED)
Zoned 01-1
k`
ON
k`
SEE NCDOT 852.01
FOR ADDITIONAL DETAILS.
Land Use: Vacant
�U
(NO -LEFT IN)
QD
SEAMIST PROF
BK
3
REVISED PER CITY OF WILMINGTON, NCDOT & NCDENR-DWQ COMMENTS
6/1/10
2
REVISED PER CITY OF WILMINGTON, NCDOT & NCDENR-DWQ. COMMENTS
3/17/10
1
REVISED PER CITY OF WILMINGTON COMMENTS
2/16/10
REV. NO.
REVISIONS
DATE
CCPXight 0. Nanow>r Design Servkes. P.A. Ag right, ..d. Reprodeotkn or use or tM contents of this d ment w addltbns ar dektb s to this
document h while w pw4 wRMut written consent of the Land Surw w Engbae,, h prohibited. Defy mw ham Me wlghal of this document
mwked with the wlglnal slgnctu and "Oaf seal of Me Surveyor w Enghe ,, shall be consW d to be s fd and trve cop .
PPRO`VC
NORTH CAROLINA ENVIRON
Site Plan MANAGEMENT COMMISSIONT hte'
�NVISION OF ✓ATE UALI 11-iz-o9
WILCO SERVICE STATION �VtAiEo seale:
1 "-
20'
WILMINGTON TOWNSHIP NEW HANOVER COUNTY, NORTH CAROLINA Drown:
DBB
Checked:
DSH
Project No:
2560-Site-2
�4p w•ewa,Iw;Cy, Q �4'Rig ` Sheet No:HANOVER S,P.A. `aA wReA LAND SURVEYORS, ENGINEERS & LAND PLANNERS 2�g
1123 FLORAL PARKWAY T�.Ifv
.-®' ,.��^ WILMINGTON, N.C. 28403 lldlll'�'�. J G
dhollis 0 hdsilm.com PHONE: [phone] LICENSE No. :C_0597 of J
S&F4tiA (gyp �y,}� "A)^'e
/`�l lJ/9 it V�tli{eAa
a 11S%^ asn.. s
S�At m
F: \All\DAVID\DWGS\ACADDWG\2660\2660-base-eng.dwg Layout (Site-2)

7. CONSTRUCTION ROAD STABILIZAT1nN I I / %ice /� ��f�/1/ Af� /��
PLANNED EROSION AND '-FDiMFNT fl7NTP.UI. PRACTICES - Practice 6,80 CONSTRUCTION SCHEDULE - Sedimentation Phase Considerations, �\� (_.(.fCA '_/iy A i�-'j
I. TEMPORARY GRAVEL fmNSTRI.JCTION ENTRANCE Upon reaching Final grade and after utilities hove been Indicated on Plan
IC[/ �� instol led, roadway areas are to be stabi llzed by placing POND NO.2 Q �,l ' �:a'm r0 SCA.Lf
.1 Practice 6. 06 sub -hose course of approved 4' marl stone, as shown in the Volume required = 12.3 acres X 1800 cf = 22140 cf qE:
.1 project typical street cross-section detail on the Plan, to reduce 1. Obtain approval of Plan and any necessary permits, and hold VolVolume me provided above normal WSEL = 1rovided below normal WSEL = 5950acr eFft O LOT 76 s'
Shall U? instal lid at the entrances to the ro sti from ro = 85100 cf to weer
erosion and dust during the remainder of building a re -construction conference prior t.c commencing any work. EO�Cpv �'
an existing roadway ( of Carolina Beach Road and existing g 9 P
Medical Center Drive ). Drainage should be away fro, ncg Construction. J
road and eros l on xi I( be controlled with downstream q SEDIMENT BASIN 2. Flag work limits and stake -out rondwc.), primary ditches, and
= SBi Sediment Basins for reliminar radir, - _ -C \•� a`
oroctices. During wet weather It ma,. he reces_.nry to wash Practice 6 61 P Y 9 9 ` Q` J _
truck tires at these locations. ,�� V p F(�\
the Sediment Bosins are to be constructed First (see 0 R£ss� p C4N7F
3. Install Grovel Construct Ion Entrances.
��
Construction Schedule) and are the primary Practice to /p b�j'\ r BI1R1'
2. ,_AND GRADING
Practice 6.02 prevent sediment from leaving the site. Dled design and 4. Install Sediment Basins as shown on Flan prior to clearing
spillway configurations are specified in the the CALCULATIONS
and grubbing site.
section of the narrative. The PVC outlet Is to be blocked --�___ '\\\ �� w�
Grading should he limited to areas as shown on the dr.lring sedimentation Function (or not installed) until 5. Construct ditches and an other sediment control Practices _ Plans. Cut and fill slopes shall be 3;1 or Flatter except entire watershed Is permanently stabilized and and is Y
where specifically Indicated. Care shall be taken during _ P Y P shown, prior to rough groding roadways and site, stockpiling LOT 71 r Z
P Y g ._onverted to permanent stormwater management detention / material and topsoil, as necessary. Culvert crossing areas GR ENFI /
land radio activities not to damage existing trees that P - -
grading 9 9 retention function. Extreme core Is to ice taken during should be stab, U zed with stone hose course as soon as __� E ELO Ak / ure identified as 'to be preserved'. dewater, ing of ponds during excavation to ensure thot constructed. - r ` �- \ M B 5I " E ESTATES r LOT 7 Q /
`` sediment -laden water is not discharged directly to the \ / - PG. 33 TES , 0 U
SFJ wetland areas. The dewatering process is to be coordinated / \ OP i --------•-•�•----._._.�.
3. SEDIMENT FENCE +c'th City and County Engineering personnel. 6. Install utilities in roadway, establish final road grades UNDISTURBED
-
C� Practice 6.62 and stabilize road with stone base cause. \1 / t-+'"' WETLANDS - -
Sediment fencing should be installed us shown on the - 1
Plan, to delineate and protect wetlands and specified areas, PSC 9. %'ERMANFNT STREAM CROSSING 7. FInot grade, install non-mun is Ipa( u:i I ides as needed, and
Practice 6.71 vegetatively stabilize areas where building construction is and around any temporary stockpile areas as necessary to 9 Y /
prevent any graded Interior areas from eroding onto adjocent ?here are two permanent stream crossings proposed (noted not imminent.
�s the 'North' and 'South' crossings). Detailed calculations 1\ P 2. I �/ / SEC LOT 61
lands or Hanover
or, into inlets, or as directed by Engineer 9 \\ 111 I SF �, /_ - OF NORM
are provided. Extreme core shall be token during culvert and 8. All erosion and sediment control Practices are to be I or New Hanover oun ty Erosion Control personnel. P 9
CC er,bonkment construction to minimize nciverse impacts to the inspected weekly and after any rainfall, and repaired as \' ` 'O j � / / �• } I _'-- -1. a`8 AC HILLS
\\ I
4. GRASS -LINED CHANNELS wetlands and existing stream areas. Construction of bypass necessary. 1 SB• I 'I / / Q 8g +�
Practice 6.30 channels and dewatering to be coordinated with appropriate \\. - / / 1 / _
authorities. These crossings are to convey stormwater from 9. Upon completion of construction, the toodway is to be paved r 1 ---
A11 overflow swales to be graded to design the upstream undistr,rbed watershed in the existing, well and nil areas permanently vegetativetp stabilized. After t\. I x / ,/ LOT configuration, seed?d, and stobilized �f necessary with defined channels to existing outfolls. All disturbed areas site stabilization, temporary measures are to be removed and / / / 62
\\ \ ' / \
temporary straw -net liners to collect and convey site water and future Impervio,s areas are to be directed to the two the Sediment Basin cleaned to its original design contours, j ;
to the Sediment Basin as shown cn Plan. After final project ponds and will not Impact these crossings. Constuction if necessary, and riser structure or;faces opened, so as to
should take lace DURING DRY WEATHER, as quickly as function as a stormwater management water quality stabilization, swales to be re -graded and cleaned of P 9 Y 9 9 Y _ _ - �E.��
possible, and disturbed areas should be stabilized retention pond. _ __
siltation as needed to establish original contours for P _ \\�\\\\\\
ctormwoter conveyance. Immediately with rip -rap or vegetation as necessary. Both - \ -� _ / / NSF C REk Hq -'-- ' _ AL ��N�RI
^ inlets and outlets ore to be reinforced with rip -rap. RDEE - -�.� ����
�P 5. INLET PROTECFIUN O\• - -_
Practice 6.52 =,\\'�. \
MAINTENANCE PLAN
Storm sewer Inlet barriers of silt fencing or block and Q4•v Indicated on Plan - 1\ - /'� I SF
ravel inlet protection are to be constructed to help -
prevent sediment from entering the storm system. DT'A))?l IC UNDISTURBED
sewer s stem. C'
ia' 1204 pq�F M94 /r WETLANDS 1 Alt measures to be Inspected weekly and after onv rainfall LIMITS OF �\\\\ PONDj 1 / hrFTt ANDSUHDiSTIIREEF,
�O PP� 6. UJTLET STAPILIZATIP14 6 r event and needed repairs made Immediately. _•L I /
` P-octice 6.41 DISTURBANCE / - // CE /
2. Sediment Basins to be cleaned out when the level of sediment -11 / v Z i
/ / /
Riprop aprons will be located of the - +ownsFream end o�' - reaches 2' below orifice opening. Riser structure to be \� -'\ � '1 � - - �4y //
all ,/ischnrge pipes to prevent scour cleaned if excess water above design surface no longer - \ "+°� �, r
--- _ droins properly. ���__ _ x`-ecl ��` �� a,- '
_ OP I
---_ � � 1(16 an'
O - ' OT 1 4 r
3. Sediment to be removed From swales when they are �♦ � - � \ � -- v/ �.� � /
/ approximately 50% filled or sediment level is within 1' of
O� r/ _ L. by. top of swa le bank. \•• -- - .c.;�- . _ •'`\ 9A // �� _ _
D.B. 6g CARROLL
/-- _ { PG 86 - 4. Sediment to be removed from behind the an Silt Fence and
-'- inlet protection devices when it becomes 0.5' deep. Fencing •� ' \�
protection T p TEMPORARY \, �O/ ;, \ 3\ - -
_ and inlet o be en aired as needed to maintain a �'
klA-- UNDISTURBED barrier. \ STOCKPILE ARE
--'
D B EW P4R1(E-;( WETLANDS \ 1 USE CSILT FFN`-ITC 9 � t -
P' ---__ f l0i): _ 5. l reas shut•.. be Fertilized, mulched, and re -seeded 1. \�
AI seeded n /
O� ( n - -- ----- as necessary, according to speclflcwtions provided, to
v ' ' �PS -
M0.1P PRI maintain a suitable vegetative cover. , \
_
r 0 9
0,543
f\.. 3. 'l .JI&4My oRID6 \ - ! - SF i / (\ \ ash ,
,)F+ __ Sedimentation Phase Considerations, % .p �� ✓ '\B � /
/ -
LOT 6 / \`
� -� / � - � I POND NO. 1 .� ,
Volume required = 11.7 acres X 1800 cf = 21060 cf // ♦. i DSERy
Volume provided below normal WSEL = 135000+ cf /
o' At* r - r--/ / Volume provided above normal WSEL = 1.69 acre -Ft y' \ \ \.\ \ // / !\ LOT 2
= 73850 cf to weir -
�� SB // II I �' _ / LOT 7 y' //Q� �. �B vEci .rnF PLAN -
,� % _��1vnN,,_ --+ q / II LOT 12 �, }'_ - - - -. _ , \� /� / / v/ \ 11
r ; 11A / P I ; ,� , ,1 `�"� .-� -• ./ ' //� / A �\ \ ; 1. Permnn eat vegetation to be established u, actor dnoce with
)� / 1 5D 1 i
'III �~ 11 LOT 1 1 ��� --- `LOT 8 \\\ // `North Carolina Erosion and Sediment Control Flnnn lag and
(, J , lrsign Monun l'. Section 6. 11, latest verf icn,
'_•• (," ,.` ,_,_.1-_. - _ _`� �`- --- / , / _. I I DRAINAGE A I1\ I ,� LOT 9 I -OT, 3 \ /
DRA AREA 1
TYPICAL) , I I� �\ _.. / / �X \
,
' • ! /. . _ - / / /_/ I TEMPORARY - - - - ► 5A \ /' .\ / /
LOT 14 STOuKPILE AREA, 11 I - ,-
I USE SILT FENCING II , -,... i �+
LOT 10 R
....LIMITS OF
LOT 1 F.� , ItopI \ DISTURBANCE 4A I i �J 5'---k A ��G A\`� R� , - ` . / \ LOT 4
LOT
_ LOT 30
_
V'� � � PFSIGNER'S CFRTIFICATION -
T. ?_------- __ --- o _
4
/ cations for
P /` -� +-�•.� - �' \.�.� _.. -- - /; �� - \ �, ..I hereby certify that this plan has been prepared in accardnnte
------------------ Y �-
/ ,--..•� /. 'r - / / ` _ - - _ 5e� �! - - \ \ \� , 1 LOT 29 \ Storriwoter
City of Wil ingto and the latest Wilmington Chdapdter ?0 s and Sf the, Corte of rlyd'n ^n nn;,es
SF /�) , '! / SF '-moo _ - -__ .. __ _ 1 - --� yi' I' \+ , _, ._ . \ // / �� of the City of Wilmington,"
Ae 5B 1 6C c,
_ 1
ry _ �_ _ � -_ _ � - �-1 I 1 SC 1
l�1 1 LOT 24 I
�LI MI TS OF '/ 4B .i I i I _- _ _ _ _ -.- _. _ P.iried Name and Title., David S. Hollis. OF, RI,5
q �7 DISTURBANCE . _ _ _ I n r£
" L / 1 / - -/ - �� 1 I _ - - l I /t�t� .; i i D„te:-.---------g�
- _-
/ 2B 3B L 8 �,_ I tJt1Fi IcIF.I , c �i,r FP'(Al n - - ..---
- � � � ,.. r. R>gisl at'a Number PE // 2007
PLOT 8
clJ G; [, I�Ni`,uEPdciJT
9
_ LC �" ' 23' 2
I AUG i 8 i9 ry � i i r � �:.; .;.. �-:��--" - -. ;.. .. .. � --. I � / / C�`2-------' J MM•JER'S /DEVELOPER'S CERTIFICATION:
__ LOT 25 , - -� / ..x�t39�vv 5 .. !RT FY/ ` l -�� $Irnmrveif' C: id,C3rri? N..-. _--__ .
OCk y ! T STING `� 1. LOT 1 9 I 1 I - _... / \/ / I / We hereby certify that any clearing, grading, construction
OF S r� .; C/T �``� i I _"'••--- _ ,�. r / or development, or all of these, will be done pursuant to this
/i I�.� ,OUTj1 '_ - - /• '1 /� plan and that the applicable Stormwater Management conditions and
�l/y ?� �- r 16! r Kl!� ! r h - �- _ 'u h "' re uirements of the Cityof Wilmington, the State of North
C - ' _ 1 , q 1 Carolina, and the Federal Government and its a encies
Q' ( r / I � ., a . ,.,,,,,, 9 e Hereby,
1 - /,. TYPE 'A" 1 C + rt ` gp�{� mad part of this plan...
Y�l�// ,����\\�- ���.� r , 'i �J /, i/ j ,, r \�� I� _ '', ! LOT _22 r/ \�� % �(/ /' CURB I/ STOP,'
Kr II Y9: e o
d_
ZO `�\ 2 24 !' r/ �! /;' / .. L/ ; \\ RAMP (TW.) Signature:
io 5C
-� \\ z7 ' / / ' /
` z5 z LOT 20 �\_ , LOT 26 \� Alf sF��bT•�<.
MA _ --- 11 / 6 , ! , - / ( Printed N and Title:
,�8 r l ' ' r - / 3, r / �_.�' LOT /--,Qa.-_. \\ p E C E V E G D ->,
may. _- \ _ \ \� ; �9 ! s 632 6 \ mope l /// 1-_ JUL 0 31996 D p, t 5�31��+-------- ---- --
r1
-77
!^ / /LOT 1.1 / -1- a� s'fi'
COMPACTED FILL Ott- ..------._--- --- �\ ' i3 r 19j26g `'�J� to I D E
GRAVEL. EXTENSION / ` PI'.:LIC ROAD - �`.�` ' �' �' i FT ,� �. ' // T PROD 1tW5�5
OF FABRIC AND WIRE ` ;_ ------ - - ._ -- - --- \ - -,- / r r r \ /! ,�- _
INTO THE TRENCH S E ARRA7IVE
FCR MORE DETAIL / �. EROSION & SEDIMENT CONTROL and WATER OU41ITY PLAN o"1p
UOIAL IC_ VIEW Fit -TER 6 /
------
FABRIC so , - , ; , B , ; _ f, - I.�AKESID E PARK 6 .4-96
FILTER EXTENSION OF ' ' ' ' '- - -
FnBRIC- FABRIC AND WIRE 2 - ' ! 9 I BLOC ,, -- - ��'- TYPICAL COL -DE- �A.0 s''M-•
MINIMUBACKFM
LL ; , 10 , , k 7 , NOT TO SCALE LOCATED IN THE CITY OF WILMINGTON W'If MINGTON TOWNSHIP 1'- 100'
MINIMUM 8 / R!T!: THE TRENCH
WIRE 6 tIiCKNEUM �G7r , \ - \ r i % J1 % J? OF SC�Th NEW HANOVER COUNTY NORTH CAROLINA
THICK LAYER -\ µ,IRE COMPACTED i S, -
OF RAVEI Fit :'"-3' COARSI ' ' i 3 i Iq / wTLM1N �' r ------ --- - - ---- --
H ItINIM,UM� / 8"MINIMIIM ?G RFCCTF - CE \ j 15 i 6 GTON ___ --. DSH
V- THEN`; ' --/ / - I-.__- GRAVEL CONSTRUCTION . ` \ ' 1 �11> Hf/G S i i ``` ``uR� ,,' rn«ba: -
hT OWNER. LAKESIDE EST.Q.TFS, L I_.C.
I--- NOTE: SEE NARRINE \ r 18 i, r i r -- x� �• pSs{' ll PO BOX 1213 GAW
.T"MINIMIIM ENTRANCE, WIDTH ---
FOR MORE F TA4 - 9 r 'r_ 0;'oQ qy'•;� WILMINGTON NC 7840 �, (910) .39 Pia ct N.
4"M'N..JUM 12 MINIMUM AS REOUIRED \ r r ; ?0 , , r r , -ter` - - - :44 qt• y 2- 1229 k
-- -_-- _ SEAL _ _ _ 266OESC
TEMPORA11 GRAVEL CONSTRUCTION - \ zz ' 23 ' _ �c'°°7
(SF)EIfENT FENCE (SILT FENCE) _ 24 ' ---- ° :� ` HQ OVER DESIGN SERVICES, - ---
` �E ENTf�ANCE EXIT DETAIL ; 26 ;? - I - �`�. 01H86.:'\�: 1
�f(,�t��� 6 _ .,., N ES, PA.
-- --' - -�--- i--- / O ••'•••NQ :+"/f �YIRYFYCRS, ENGINEERS LAND eL4N.NERS
f NTIR Y rnCtlCe 6.06 -� 2 REVISED AS PER DEM and CITY ENGINEERING COMMENTS 7 -01-96 ��n1(`rg� <s`
1 REVISED AS PER NHC ENGINEERING COMMENTS -I 5- 12-96 7- WIL wnwuT C 2 ��
N.T,& \ - / NILMINGTON, N.C. 28401 `aC
REV. N0. REVISIONS DATE �. �. �1i0 ruiE: (!?Is` �.u-eooa J

LOCATIO MAP Lakeside Pork - High Density Subdivision Stormwater Project Tracking. Lakeside Park - High Density Subdvision Sturr-ri Protect tracking:
DENR / DWQ Pernit No. S:V8 960605 IM0dif CCt on DENR / DWO Pernit No SC`3 960605 Modlf'cotiorl
110I
- --- _ _ „ n` I A7 AI!ovaed '•nl^ o`vLp._�1_
NOT TO SCALE s :.2 - P� _ r L r .Mowed II.
OR�sP PONDNO.1 - n PrILert Narne ;`f,,te Permit No. Are- Fi Ot ea rip
v � it tie-. P _ C"f 0 f'; rr it No, I .r_a Nc L._: rir- � `T its)
„t.n� es wetlands) 2it 2 818 (_;f) atlantic D2� otology `'A'8 960605 ti ninuls2w ,t,aod\ of ftT% r 0
r,
Lol 3 v.11 P,,,r F e tiih Assoc �w 606 r; '� rat 42.80
Lo`( 1 :oostal Pulr7,ncry SWr8 O1C327 L27 31223
L Lot 9 ( oat'n; Delaney Radiology SI118 L_041'1 39 9 51466 Lot 2 New Hanoi r County cnoermitted 871 8.93 a12129
CANTEg5l Rv Lo 11 Chl arees Lear 1 SN18 030812 1.29 29 47 /64 S \'- 71 8.82 320569
� I 18 11 622 2.12 78495 Lot 9 (north) Delaney Raciology W8 135041
3
�� Lot 12 l✓oa Guarc .� Custo�i s S; r CI n"' Y.12
e,
Lot '14 Cor�luPa P 41at.lcs S'd �' 070928 L97 0.97 35915 Totals 2284 19.67 728301
R s I°E +p o
Nwm R s Lot 15 Wilco Sarv:ce nter S1A8 091209 54 54 57020
e ae� qp N P gv'' 6`AOvoL
vE' °jO a, Lot 16 Loke .Se Estates LLC urnermi ted 1.93 1.54 71460
Fond ,Area Lakeside Park SW8 960605Mod 3.32 3.32 NA
of Wti`N h Lot 22 F6 ^rflce SW T51114 4.07 252 93306 R/W Area Lakeside Pork SW8 960605Mod 2.24 2.24 87850
LnA Lot 24 Seerust Properties LLC unpermitted 3.48 1,36 88862
Totals 22.87 20.24 749406 Total Drainage Ares = 25 23 acres
L CATED IN THE CITY OF WILMINGTON
RILMINGTON TOWNSHIP Total Impervious in Lots allowable (at 85%)= 728301 sf
NEW HANOVER COUNTY, NORTH CAROLINA Fond Area Lakeside 'Park SW8 950605Mod 1.95 1,95 NA
R/W Area Lakeside Park (R/W) SW8 960605olod 3.21 3.21 173422 Total Imp. permitted (900605Mod)= 988703 sf
R/NJ Area Lakeside Park Additional This submittal 0.20 Q 20 Added 8686
Total Drainage Area = 25.60ccres 2660-DWQ-trocking.xis
ORIGINAL DEVELOPER: LAKESIDE ESTATES, L.L.C. Total Impervious in Lots allowable (at 85%)= 749406 At
PO BOX 1273
WILMINGTON, NO 28402
(9101-270-5700 Total Imp- permitted {900605Mad)= 959931 sf
ATLANTIC DERMATOLOGY LOT
CURRENT OWNER: LAKESIDE OWNER'S ASSOCIATION, INC. Note Well:
PO BOX 56 t7u'4 MEDICAL CENTER DR.
fiC BOX E56 INC 28443 The permitted amounts of impervious surfaces ATLANTIC MEDICAL PROPERTIES
CIN'TACT PERSOIN1: MIKE NADEAU have NOT been verified With as -built survey's. � CB 27m PG /5G. AC ?,O6 PG OOi
1 �5 ACRES
o)-G2o-7237 POND SUk3r4ARY_
5'N8 980605MOD
POND No2 STATE WATER Y CONSIDERATIONS - Y
NOTENOTES.,■ Surface Area rerequ ad r red 34,620 sf
1. SURVEYED OCTOBER 1997 Rind MAY 2001. AS-BUIII CUr"MAPY (CS 22-01) Surface Area provIaed 42,8 0 sf /
2_ ALL DISTANCES ARE HORIZONTAL Storage Volume requ,rod - 80 200 CA vT 2x
1. Tnp_.v r.,s -rea (permitted) AS SHOWN Storage Volume provided = 87,760 cF
3_ FOR REFERENCE SEE V3 2 PGS 144 tt 145 2. Normal poor surface area 0.995 noes Storage Volume ➢rawdawn Time = 3. 4 days
3, Normal pool Cori ELPvat;Lr 10,0 MSL P,
4 AREAS COMPUTED EY COORDINATE (METHOD. 4. Pone' dept'e, (deepest point) 7.6 feet rOREB AY CALCULATION:
I
5, THIS MAR IS NOT FOR RECORDATION, 5. Bottom e:e dat,on (deepest) 2, 4 MSL V ly
6, ❑riFlce elevation 10.0 MSL Approximate Forebey be tune = 18000 cFc
CONVEYANCE, OR SALES 7. Weir etevntion (State storage) 11 o MSL \
8, State storage vo lone 2.015 acre -Feet
o. ir.6CCe55 yes �V AS -BUILT AREAS:
11. rorebays Yes \ r
12, outlet elevation 10.0 MSL EL10.0= 42890 S, ca
73, P imory Sp lleay elevation 13 B MSL ELII 65890 sf
1a_ E ardency p t way etevnt Pon 1 2 MSi. EL11.5= 67595 st
15, Embark ent elevation 15 2 MSL
16. Side slopes (t/p!caU P Pit to 5 1 NORMAL ivlSEL '.00 ` EL12= 69010 sf
17. Or F ce s'. ze -. a P C SA - 47 SJn sf �.. FU a= 75 nos sf
�� .� •�
c
r3 ,B. .� ati .� y., r gatED
w STATE STORAG vSE - i 1.5 �- ' \ EL1s- 7879C of
rn 19, 10 year Q(out) 42 cfs
20. 10 year WSEL 116 MSL SA = 67,595 st /
i �I \ State Storage_ I '1'j ucriw�:s.° neta].
o I ESMT.AREA= 3.3-4 ACRES `L d �oT]
z _ �De
87,760 of _ _ we. ,IpAsrs
u
c
� 404 WETLANDS � � Ty�n a .w' unurr eegvrm
Cj
ors Io`
A ,�gp
\ \\ TN 2
gi SB/e.E.rtIW „iJ.
/ 7 I I r \\ \ I 53.Ir yyfN
LU I � � \
Fie
\ , � ��I 404 WETLANDS
��I V vv� 1' ,S / -- LOT 1
F r F
/ --T 1 /i i 1090 MEDICAL GFN T�R DR_
O \
\� t BREATH HOLDINGS LLC
au"a
er_ D 8. 2894 PG 7144
�r: v< \K.a o 12ARE
�.r + \`)} �l\\\\� / r Fp SAW D,o32/ I
LFT N r , 6
Er/ EX. ROD rl F�,\�\r� / r�l �-
^A EX r . CTUCR T dCN: _ / : - _
rr_'T NORTH CArrP. !A DEPARTMENT
v �, • `I A I
r, i _ i '
GO _ -
C.;. JC H ARCII:dA GRID STATIONme 10NER POLE
Is
.:L JEv ERLINE t #' car` �� .�� j ; 34 6
R r✓ RIGHT OF -WAY/ 47'76"E
UJ
93,12
Note Well: /
Delineated USACOE wetlands were surveyed in April
of 1996 and the delineation and record map has expired.
W W rQ
/y a
404 K£PANDS G
1.50 ACRES I ) IVA
LU
�z
INSET
SAME SCALE
ADDITIONAL DRAINAGE AREA X r r �� v 11 I I
8686.0 SO. Fr. '1 y ADD TIOnFL P,R AraE l,
0.20 ACRES rSs pA1 Ern._.dT .! 3E t of
I
G, � II' I of
ADDITIONAL LANE
V A 2181.8 S0. Fr. /
/ 0.05 ACRES
Remainder of LOT 9 (north)
\ REPORT ENTIREDR.( fO \
\ \ SW8 030809 /5 M JIy a MCTER
AREA AS IMPERVIOUS r
V A l h'CfFSAG LAC: Tr for DE'TIE HEATH ditGUP LOT 2 0 `
V\ / I 71 AC TIES TOTAL + / IS p MEDICAL o<N.F ne
_ 10.32 ACRESpOND Nat AS,� ;ND�. ArEP g7 PC rdp w�
SW8 C,50477 /A� >� 1 � R 71 ACRES cl�
- r I NO OF N¢ rJrtncJ7LY
V O
1.
i
Y
me
v
POND ®.1IV
a l
M
AS-B'JILT SUMMARY '05 22-01?
ITrM AS'-BGILT `
�\
1 `_mpervious area ipermltted) AS SHOWN
i
2. Norme Normal pool Sur Fuse are,. 0,927 acres
3. Pic Pal pool S,rrace rlevrtlon 10 0 MSL 404 l'E�,AND - _.
4, Fond depth 'deep -t po rt' 7 feet ArFA _ �1 / _r.ar+
Bottom el at o (deepr,2 MEL 1
6. Or F ce elevation 10 0 M'L �A I ��
7. Weir e e ninon (Mate storage) 11 5 MSL
G
B. statestorage .Plume 1.771, acre-F=et /r v ` _ T �C
q a
9 v she,£ Yes / q c/t SEA 9� Co
10. 10 access Yes ( \ uE AA DIV/0� D�9 / RI
,
I1 Fa rbays Yes
r ❑,,tlet PtPvatlor 10.0 McL O;' _ /]D/FT rY%C�AS Al
3, rer'ma y Spillway erevaYon 13.8 MS' \i V b /!
14- Emergency Sp tiwoy erevat'o (a2 MSL ---.-- 0' �( p0N0�o.2
15, EmbankmentImbunkment elevat on 15.2 IEL
16. Side slopes (typrcaU 2.8i 1 to 5: 1 A �� �^7 I�
i or F p s e
4 Vc A / ORAINAG� !i
18, Weir c et length 4.0 Feet AR
4C cis �. �\ 5 B 030809 � - � � e� DR AGE A III, - P
19. t0 year OC outJ / %1111
20, :0-year WELL 13. 7 MSL \ /' mo S.FFARATF POND 3 PERMIT �/� - Portion of Lot 9 (south) AREA DIV7D ONO JIo.2 0_98 ACRES
E
\ � 39 ACRES IN POND No GP.
\ ( 404 WETLANDS 1 2 N
n
i
1 \ AREA
` �1��/��f�✓ �� F� M 6�, a404 ANDS
A \�4�� �rJ \ WETLANDS
LOT
/
/ ✓ FIT
B G' i 1.01 ACRES
d
735 M nlcrL CILVILP DP. / �� L LOT 3at
TO `._ +
CW1No 398.. »5 r
bA Ft`
L' J. ' 4r --t .�
�
Wa Ca
61,8
E
/i V I I �„Fi47
I +
ELl = lr�80 ofSr i L c�52 q� /n/. �� �� ` �' ��� �•
LLIC- 6922U sr ) + +
y/ iT Ria a
S-ate s+orage= / �� III �I( I�( a ��: Note Wellij
: /\
77,225 cf / vG 11�\i Delineated USACOE wetlands were surveyed in April Y
�Ir of 1996 and the delineation and record map has expired. / \
POND SUiVMARY: , v /a]r \
v1 va� \f; LOT 12
/
S?ATE WATER 0U. IJTY CONSIDERATIONS - NORMAL J✓..EL IO.D /' OLD A�vA� �T�s"CENTER
Sur Once Area required = v T2 r1FaiCAL D
31, 725 sf SA i0 37C „ f UP v A\`
Surface Area orov' ded 40,370 sF STONE AirAvv A\v A, 4M15T PF OPER➢ES
STATE STORAGE WSEL- 11.5 v� _ T v V A r e 2972 PG. 707 °a
Storage Volume required 73, 550 cf / / AR _A\�
Storage Volume provided = 77,225 cF SA' 58,120 sf M 8. 47 PG. 81 404 WFTLAN05 �90�
Storage Volume Drnwdown Time = 3,0 dil s A\\AY v v T, 212 >CRES / �, AREA ��� RN N3 \ ���V����
g y ESMI_AREA= 1.95 ACRES / 106 AXAVvV �� r �'l SKIS 010622 /
FOREBAY CALCULATION: i e T v a R Q
r �� / / � LOT zz �_ � or 6 IS I A
Approximate Forebay Vo fume = 28000 cF'- / / rp9 QOQ P�;PF aO �� I, - r
b 5 +I I �I 736 MEDICAL ENTER OFFICE
G.B.
�� l 736 MEDICAL CENTER DRIVE OFFICE ASSOC,
JIMMY PRIDGEN / Orr- PPQ�rNIyAt G?E ��� / A / / ✓ D B. _`207 PG. 243D
a
D.8_1278 PG. 543 / Oo At ay F / t (J _ A _ 4 07 ncRACRES0`QN y}�
\ - SAE 05r214 N�20� LSO
Cam. /� 404 erLANDe \ < N 1�
PRID' �/ 1L.6 / 13 ACRES
EN JIMMY <P° a� ae. \ 3
d h j/ /� ze 5' yi /i 3� \` \
ry 9 n oo" e m
v� t ya'i' ' \
/ rn oa6 /���/� SRag(tcW
mm oa _ / / ELP=) ;LN ,..,. LOT 14
e
MLIPIA, CENTER
/ E feeB°' z.. o`y \\\ 1\\ r �\\\\a 715CAPPOOEPGES BLLC
I OR. Iseso^ Cee y �/ /;rf'"L-,� Lf�
a V Av ` E I = r 97 ACRES t A \
sva 070925 Note Well:
SEE INSET ABOVE -
P Delineated USACOE wetlands were surveyed in April
.40DITION,gL DRAINAGE ) \ jt{l� \ t; QVewO of 1996 and the delineation and record map has expired ��- �-V \ L A
n
AREA = 0-20 ACRE FIa
Note Well:
PRELIMINARY PLANIle`At
V `� J4 RFA ELP. N05
LOT 15 \
CAA \ � AREA / �, A
2s9 . rAR9L'NA BEACH RD. Ls 1.38 ACRES
��- a a \ ' \ This plan is a composite map for graphically tracking
LcomEss LLc
ea. 5300 PG. 1819 5' � / \ \ � �2 \ existing DENR I DWQ permits,quantities and areas, and
54 ACRES A \ \ �oN A should not be taken for a survey or subdivision of land.
SA? o91zD9c. E / \ a Reference is made on the individual Lots to the Deed Book
0 6}3g20 o.os ACRES / \ `\ \ 2g \2 y i / and Page Number where the surveys are recorded with
gfi.
\ „�� LOT 24 pa ys \ 2� \ � the New Hanover County Registrar of Deeds.
\\ �� °aY 7,6 r TrAL `-NI z Ll � � / / or` \ \ � ��6\ The permitted amounts of impervious surfaces
SEAM T o, RTI 5 LLC F v
have NOT been verified with as built surveys.
s � e r, 23.,y 1 �ti�T 1 y
Boo e 1 opt 3.48 ACRES .. _oM � �' V Era
fi5 C PO z %n r -. . Le DTmRFNILY �= etl W N
® a MT �m� Ys Te`e a N'���
"� v Cr z1 \ Water Quality Master Plan for
P/ o
ZG n 1c any
N $LP_ API \a o > / A A� \ (j \
♦ o y.
LOT 16 £\ C,- PJ
m � OF \ A/ ��aWg°aM Lakeside Park �soaMay2010
700 MEDICAL CEN7EP urz � � ¢ A ,L a � M1� \ � / ad
LAKESIDE ES LA RS LLC ire C\
"��' T PVC T ^,S y/ / LOCATED IN TrIE r- r aF v✓iudwGroNScale: 1"=100'
1CRES . H V c \ ` v 15 `j �� RTLMihoIJN DWNGH'P Orewn'.
V AI A V A q \ NEW HANO ✓ER COUNTY, NOR TH CARDLINA
NO OFFSITE CURRENTLY
�L®Ta1 s,.e s.Lv_ \ \
® \ 1 +30 / / / 0 0 100 200 300 .. - 1et al
\ -
o'
1 \
_ - --. -
f r Pt I A V A
a
SCALE IN FEET. 1- 100'
y
\
T �
`\ p
- Iy
? 3a AroES
? RE rEn AS PER DEN / �1
10
-
1 REVELED PER DENR / )O CokIMFNT_c
6-16-10
!REV. NO.DATE
I
Checkatl:
DSH et al
F,4),2660
r r,.al Na _
HANOVER DESIGN SERVICES, P.A. ( I
I AK LAND AIP LE YOPS ENGINEERS .r LAND PC ANNEPS
127 FLORAL PARKWAY �I n
t'
1n1 eRfocune
'�q/m 1 < l
ON.
I
r(9 TIC.
\1 1
..,2
d. G I ' .;
of n
FA- Al :T.t tl 4 0- f r fb�'b
1
3964i3]
PuOI 0.� F.,GZ
CNE
\
j
r
.[. I ➢.( c t lt. t !tn L e 4.. P^ y Pie y
�
Cl0)
E a
Rif_
+
1
/
t,
+uKe., xM e I p Nre ontl y I seal cl Ne i y^r _r e, 110 be c o etl 11 be .v 0 e a e e p
� dholhs hds-lm turn
F \ALE �,; C.1/TDW�.�Vc6bD-hr NU P.STER �e._L1VJG \
_ _ - _ - -
- -

20' -
LIW-1-0000---0-0'
LP=40,
10 °osa d50 = J" STONE
°o°a°, di = 5'
d50 - 6" STONE o�o�. �' 10' to = 15'
2' 20' dMAX - 9' to°o°o APRON THICKNESS - i'
48' aoo°I
MIN. APRON THICKNESS - L5' (- -
24-
48 " RCP
2 - 24'RCP OUTLET PROTECTION DETAL
OUTLET PROTECTION DETA - NOT TO SCALE
NOTE: FILTER FABRIC IS TO
NOT TO SCALE BE PLACED UNDER ALL STONE
POND OUTFALL OUTLET PROTECTION.
PEAK DISCHARGE SUMMARY -
POND NO.1
0(10) pre -develop u = 37 cfs 1
Q<10) post -developed = 37 cfs @ WSEL = 13.6 ,
EXISTING PAVEMENT Q(50) post-devetopccl = 77 cfs
AND BUILDINGS Q(100) post-developEc = 105 cfs @ WSEL = 14.4 6 ,
5
TO BE REMOVED 4 9
TO CONSTRUCT POND 21 3 78I
N 49'16'28" E 275.00 FT
Q
r a
I ^ i
p W5EL= 10 Q ARE
A= 35950 sf P= 1540-
I
1c - >
Q 9 1 ` mLU
6
i o 1
J 1•-_ITY LANDSCAPING 1D'STATE SHELF O 10:1
OP-
�' POND No.l °P J L Zc
/ I L SUFFACE AREA O EL= 10.0 = 35950 sf / 1
SLR -ACE AREA O EL = 11.5 = 60050 sf
11A
98k2 l L J
lop 6's
2 J MEDICA.' / 1
CENTER ,
I
8 -
112 `N Inv�� _ ` 16 CL R==2000.00
Culver
..
2~ be removed
Cn
W. M
i
2 \U7.1 N
Q n n
O V \ 01)
F
of o
O o
ADDITIONAL COMPUTATIONS FOR STATE D.E.M. -
Impervious calculations -
POND NO.1 -
A. Streets ( 37' BTB + 10, SW )
1. Medical Center Drive 1550 LF 1.67 ac.
2. Street 'A' 910 LF 0.98 ac.
2.65 ac. -
B. 22.9 ac. total - 2.65 ac. = 20.25 nc. @ 85%
( to be deed restricted to 85% max. Impervious ) 17.21 ac. ,n
------ .3 EMBANKMENT TOP- 15.5 (SETTLED), - 15.95 (CONSTRUCTED)
19.86 ac. II
C. 19.9 / 22.9 = 0.869, use 87% 100-YEAR WSEL= 14.4 EMERGENCY SPILLWAY EL = 14.25
D. At 7.5' depth, 90% TSS removn 1, from chart- p 10-YEAR WSEL= 13.6
22.9 X 0.1 X 3.15 = 0.72 ac. SA required w
20 WEIR CUT ELEVATION = 11.50
E. SA provided = 0.83 ac. SA provided OP p - SHELF
}5 IF 24"RCP NORMAL WSEL= 10.00 INVERT OUT= 1O.00V
F. Volume required - (19.9 X 0,98 + 3.0 X 0.20) X 1/12 = 72,970 cf O 10:1 -
Volume provided - @ EL= 11 5 = 73,850 cf ANTI -SEEP COLLAR, Eli 8-0
G. Drawdown time - % EV- / BOTTOM SWM STRUCTURE Eli Z50
Use 4'PVC A = 0. 873 sf / 1\
C = 0.6 ANTI -SEEP
Q = CA(2gh)"1/2 Q = 0.297 cfs COLLAR.
T = 248,550 sec SFE DETAIL \
= 2.9 days
14.0' �� - BOTTOM EL= 2.50
MAR 2 3 2010
NOTE: COLLAR TO BE POURED AFTER
PIPES ARE IN PLACE. I{�
REINFORCING:
4 BARS O 12" EW 2'TYP.
-n z- 10'.
� s s
T.
1.5'
ANTI -SEEP COLLAR MIN
NOT TO SCALE
OUTLET STRUCTURE DETAILS
NOT TO SCALE
BOTH PONDS
FOUR STANDARD
2'X3' GRATES
N�DOT OF EQUAL
56.5'
I
POND No.t
EMBANKMENT SECTION
NOTTO SCAM
GRATE TOP
SWM SUMMARY -
BASIN Q(10)IN Q(10)OIJT Q(100)IN Q(100)DUT WSEL(10) WSEL(100)
I 128.1 37.2 169.5 104.6 13.6 14.4 \ \\
2 148.1 38.0 219.1 113.7 13.6 14.5 _
THIS PLAN TO BE UTILIZED AND /
\ REVIEWED ONLY IN CONJUNCTION
' WITH THE WIIITTEN NARRATIVE. l `
�} 1
WHICH IS AN INTEGRAL PART OF -/ --- 1
THIS EROSION AND SEDIMENT I,
CONTROL PLAN.
/ b
STORM DRAINAGE FROM
1 LOTS 12 AND 13 IS
REQUIRED TO BE DIRECTED
I TO POND AS SHOWN. r'
I
LOCATION MAP
NOT TO SCALE
coo, °
LAKE SHORE DRIVE
CANTERSURY
J
Z G
P�HVE 4A\R�
$
eLG1dA
vlC`y
7'
21'
MIN.
10.25'
26.25'
au
EMBANKMENT TOP= 15.5 (SETTLED), = 15.95 (CONSTRUCTED)
N
0-YEAR WSEL= 14.5 EMERGENCY SPILLWAY EL =
14.25
0
10-YEAR WSEL= 13.6
'J
WEIR CUT ELEVATION = 11.50
OP O
fF
35 LF
24"RCP
NORMAL WSEL= 10.00 INVERT OUT= 10.00V
1
=
ANTI -SEEP COLLAR, EL= 8.0
/ BOTTOM SWM STRUCTURE EL
7.50
ELEV=
12.0
ANTI -SEEP
COLLAR,
S B
SEE DETAIL
14.0'
\/\
I BOTTOM EL 2.50
... ..
1// - f 24' 56.5'
PEAK DISCHARGE SUMMAFY - POND Not
POND NO.2 EMBANKMENT SECTION
Q(10) pre-develrpFri = 43 cfs
Q(10) post-deve l(peo = 38 cfs @ WSEL = 13.6 NOT TO SCALE
Q(50) post-devel oE1 = 64 cfs
/ 0(1 00) post-deve l(pef! = 114 cfs @ WSEL = 14 . 5
1 /
'1
1
11
\ \ N ®'
\ I 6
20'
°0000 d50 - 6' STONE
00
2' o°o° 20' d1AX - 9'
_ °o°o MIN to - 40'
°ao°a APRON PIICKNESS - 1.5'
2 - 24'RCP
OUTLET PROTECTION DETAIL__
ROT TO BCALE ---
\ POND OUTFALL
�.
A'JDITIUNAL COMPUTATIONS FOR STATE D.E.M.
_ 5
T:'
,e"Vious cQtcutdions- I /'"al/1'Illm Crrr•�n 171y•. J;1'gG r I
SURFACE A, :..4, 1
-i� EL= 1-= 40515 sf + O(max) 500+ cfs
Stree= ! }---
F',iD NO.e - \ SURFACE AFSA O EL,_ 115 sf 69850
T. ts ( 37' BIB + ]0' SW
1. Medical Center Drive 1760 LF 1.90 ac
2. Street 'B' and cul-de-sac 380 LF 0.60 ac \ 1 �.
3. Street 'C' 40O LF 0.43 ac. \ • O raD ■ o.2
,2.93 ac /
Off'
8
J ~ 6 I
. 24.2 ac. totnl - 2.93 ac. = 21.27 ac. @ 85% /
to be deed restricted to 85% max. Impervious ) 18.08 ac. 00= -
------ 21.01 ac. _ \ F STOMAWATEFI CONVEYANCE CFWNNH_
C. 21.01 / 24.2 = 0.868, use 87% \� - OLD 1 Nt7T TO6CJLE
11, At 7.5' depth, 90% TSS removal, from chart- \
24.2 X 0.1 X 3.15 = 0.76 oc. SA required
E. SA provided = 0,93 ac. SA provided V
F. Volume required - (21.0 X 0.98 + 3.2 X 0.20) X 1/12 = 77, 030 cf \ 0 \ l La-20'
Vo tume provided - @ EL= 11.5 = 85, 100 cf SIGHAGE AND Z -►{ -
\ L''.NDSCAPING ' / 12"
G. Drawdown time - E6- .EMENT - 1 0, ( oo°a d50 - 3' STONE
Use 4'PVC A = 0. 873 sf aj 1 oa000 dki - 6'
C = 0.6 \ C \ N °000°° 12 La - 20'
0 = CA(29h)n1/2 Q = 0,297 cfs _.... .. - \ \ 'y 48" (' o°o APRON THICKNESS I'
T = 286,300 sec. \ \ \ ° `20, 1d --
3 3 days 48'RCP
p OP OUTLET PROTECTION DETAIL
NOT TO SCALE
5: tSLOPE /fSIGNAGE AND
LANDSCAPING
4.67' o EASEMIENT
o
GRIE
BAN�AIEYY WELDED BAR
TRASH ACK
BOLTED IN PLACE - EL=13.75 CRATE TOP < o --
90 ELBOW DOWN \\\
s 8 BELOW WSEL 4' WEIR
EI R0 4EL=a
4'
MIN.
I--, 2'TYP. WSEL= 4'
SEE DETAIL THIS SHEET
FOR )RASH RACK
4'WEIR CUT
II
11•-1'
a
PLAN NEW
10
-0
S)B
4" PERFORATED
v PVC W/ GRAVEL
AND FABRIC FILTER EL= 7.50
n n n
��swle��aislaless111110
■■a��� ■■col
■■6��■'■i■■
a
ALL SLOPES o
3:1 MAXIMUM
0
2 - 24 "RCP
OUTLET 10'min. 6'rri 10'min. o
PIPES _
POND II
O
2 . 0
W
2'min- p
=ASE I-2'min. �- OP OUTLET PIPE
POND BOTTOM 4'x 1�-
ELFV= 2.50 0'Precast Conc.Box, Tindall UV04f0 OR EQUAL �o
SECTION VIEW y\oQe OUTLET
PROTECTION
OUTLET STRUCTURE DETAILS , FOREBAY SECTIC)N DETAIL AS ON PLANS
NOT TO SCALE TYPICAL AT ALL STORM OUTlALLS TO POND
BOTH PONDS NOT TO SCALE
/
INV=
10.00 +IN11=10.0
9'CONC.
or GROUT
1.3'SUMP
for CY£ANOUT
LAKESIDE PARK
LOCATED IN THE CITY OF KlLA41NGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
NOTE: D.E.M. STORMWATER PROJECT NO. SW8 960605
2
REVISED AS PER DEM COMMENTS
I7-31-96
1
REVISED AS PER CITY AND DEM COMMENTS _-1
77=01-96
REV. NO. - .REVISIONS DATE
col'
SEAL
20007 ? _
s O1_
G!r?E�O%v vk
q,
a ¢Iv
h'IsyGla��e
E C E I V E
D
AUG 0 61996
PROJ 8 5cu Piw6?05
OWNER: LAKESIDE ESTATES, L.L.C.
PO BOX 1213
WILMINGTON, NC 28402, (910)-392 -1229
HANOVER DESIGN SERVICES, P.A.
I INO SIIRNEYOR55 ENGINEERS 3 LAND Pt INNERS T
IL WALNUT STREET
W
34LMIALNU, N.C. 28401
PHONE: [phone]
Scdc
I " 50'
Grown:
DSH
Checked:
GA
PrD)ect No:
2660ESC2
Sheet No
2

L OCA T/ON MAP
NOT TO SCALE
oR s
col
Ec0a- N
A�
s
sr CANTERBURY
F
J P
?Y1
Noy e
LOCATED IN THE CITY OF WILMINGTON
WILMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
ORIGINAL DEVELOPER: LAKESIDE ESTATES, L.L.C.
PO BOX 1213
WILMINGTON, NC 28402
(910)-270-5100
CURRENT OWNER: LAKESIDE OWNER'S ASSOCIATION, INC.
PO BOX 56
HAMPSTEAD, NC 28443
CONTACT PERSON: MIKE NADEAU
(910)-620-1237
NOTES:
1. SURVEYED OCTOBER 1997 and MAY 2001.
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE MB 2 PGS 144 & 145
4. AREAS COMPUTED BY COORDINATE METHOD-
5. THIS MAP IS NOT FOR RECORDATION,
CONVEYANCE, OR SALES
2i
0
of
U
Z
LEGEND
EIP EXISTING IRON PIPE
ECM EXISTING CONCRETE MONUMENT
NCOOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NCGS NORTH CAROLINA GRID STATION
IS IRON SET
PP POWER POLE
CL CENTERLINE
R/W RIGHT-OF-WAY
Lakeside Park
- High Density Subdivision Stormwater Project tracking:
DENR / DWQ Permit
No SW8 960605 Modification
POND No.1 -
Lot No.
Project Name
Offsite Permit No.
Lot Area
Net Lot
Area Permitted Imp.
Allowed Imp.
(acres)
(minus
wetlands) from Offsite (sf)
at 85% (sf)
Lot 3
Wilmington Health Assoc.
SW8 060647
6-08
5-07
108231
187722
Lot 9 (south)
Delaney Radiology
SW8 050411
1.45
1.39
0
51466
Lot 11
Childrens Learning Center
SW8 030812
L29
1 29
29200
47764
Lot 12
Coast Guard & Customs
SW8 010622
2.12
2.12
67156
78495
Lot 14
Carolina Pediatrics
SW8 070928
0.97
0.97
27419
35915
Lot 15
Wilco Service Center
SW8 091209
1.54
1.54
53733
57020
Lot 16
Lakeside Estates LLC
unpermitted
1.93
1.54
0
57020
Lot 22
FBI Office
SW8 051214
4.07
2.52
52534
93306
Lot 24
Seamist Properties LLC
unpermitted
3.48
1.36
0
50355
Totals
22.93
17.80
338273
659063
Pond Area
Lakeside Park
SW8 960605Mod
lA 5
1.95
0
NA
R/W Area
Lakeside Pork
SW8 960605Mod
3.35
3.35
115462
NA
Total Drainage
Area (actual)=
23.10 acres
Drainage area
previous permit=
23.12 acres
Note Well:
Total Impervious
permitted (actual)=
453735 sf
The permitted amounts of impervious
surfaces
Total Impervious
allowable (at 85%)=
774525 sf
have NOT been verified with
as -built surveys.
Imp. previously
permitted (900605Mod)=
873378 sf
POND No.2
AS -BUILT SUMMARY (05-22-01)
1. Impervious area (permitted) 21.89 acres
2. Normal pool surface area 0.985 acres
3. Normal pool Surface Elevation 10.0 MSL
4. Pond depth (deepest point) T 6 feet
5. Bottom elevation (deepest) 2.4 MSL
6. Orifice elevation 10.0 MSL
7, weir elevation (State storage) 11.5 MSL
8. State storage volume 2.015 acre-feet
9. 6' shelf Yes
10. 10' access Yes
11. Forebays Yes
12. Outlet elevation 10.0 MSL
13. Primary Spillway elevation 13.8 MSL
14, Emergency Spillway elevation 14.2 MSL
15. Embankment elevation 15.2 MSL
16, Side slopes (typical) 2.& 1 to 5:1
17. Orifice size 4'PVC
18. Weir cut length 4.0 feet
19. 11 W out) 42 cfs
2010-year WSEL 13.8 MSL
ADDITIONAL COWUTATIONS FOR STATE DENR (ORIGINAL DESIGN DATA) -
Impervious calculations
POND NO.2 -
A. Streets 2.93 acres
B. Lots 2 85% 18.96 acres
Total 21.89 acres
C. 21, 89 / 25.23 = 0,868, use 877.
D. At 7.5' depth, 907. TSS removal
SA required = 0,795 acre
SA provided = 0. 98 acre
E. Volume required = 80,300 cf
Volume provided - e EL= il. 5 = 87,760 cf
F. Drawdown time -
4'PVC A = 0. 873 sf
C = /
0 CA(2gh)-1/2 0 = 0.297 cfs
295
T = 295, 500 sec.
= 3. 4 days
0
POND No.1
AS -BUILT SUMMARY (05-22-01)�
l
ITEM
AS -BUILT
1. Impervious area (permitted)
20.05 acres
2. Normal pool surface area
0.927 acres
3. Normal pool Surface Elevation
10.0 MSL
404 WETLANDS
4. Pond depth (deepest point)
7.6 feet
AREA
5. Bottom elevation (deepest)
6. Orifice elevation
2.4 MSL
10.0 MSL
7. Weir elevation (State storage)
11.5 MSL
8. State storage volume
1,773 acre-feet
9. 6' shelf
Yes
10. 10' access
Yes
11, Forebays
Yes
I
12. Outlet elevation 10.0 MSL �p
13. Primary Spillway elevation 13.8 MSL'
14. Emergency Spillway elevation 14.2 MSL,
15. Embankment elevation 15.2 MSL
16. Side slopes (typical) 2.8:1 to 511
17. Orifice size 4'PVC
1B. Weir cut length 4.0 feet
19. 10-year ((out) 40 cfs
20, 10-year WSEL 13.7 MSL
ADDITIONAL COMPUTATIONS FOR STATE DENR (ORIGINAL DESIGN DATA) - \
Impervious calculations \
POND N0,1 - \
A. Streets 2.65 acres
B. Lots 2 85% 17.40 acres \
Total 20, 05 acres
C. 20,05 / 23.12 = 0.867, use 87%
D. At T 5' depth, 90% TSS removal,
SA required = 0 73 acre
SA pr.,,ided = 0.93 acre
E. volume repo red = 73,550 cf AS
AREAS:
volume provided - e EL= 11, 5 = 77,225 cf EL10.0= 40370 sf \
F. Drawdown time - ELII= 56680 sf l
4'PVC A = 0. 873 sf EL11.5= 58120 sf / \
C = 0.6 1 62540 sf /
0 = 260,000 set a = 0,297 cfs EL13= 62540 at
T = 260, 000 sec. EL14= 69220 sf /
EL15= 69220 sf
= 3,0 days State storage= / o
77,225 cf /
POND SUMMARY:
/
STATE WATER QUALITY CONSIDERATIONS - NORMAL WSEL= 10.0 / OLD
Surface Area required = 31,725 sf SA = 40,370 at
Surface Area provided = 40,370 sf STONE
STATE STORAGE WSEL= 11.5
Storage Volume required = 73,550 cf /
Storage Volume provided = 77,225 cf SA = 58,120 sf /
Storage Volume Drawdown Time = 3,0 days ESMT.AREA= 1.95 ACRES / lob
FOREBAY CALCULATION: `� s.
Approximate Forebay Volume = 28000 cft / / Ntp�pOeP�p,P�O
a5 i�P�p
JIMMY Pft GEN / / 0 0V. Q��'�PN� 01-
D.R 1278 PG 543 / dpe 0 P
POND NO. 1 (ACTUAL) - / gA \9
R/W area 3. 35 acres /
A. Pavemernt (BC) 91,609 sf
B. Sidewalks 23,853 sf /
JIMMY PRIDGEN
i
Net Lots Area 17.80 acres / D.B. 1970 P& 511
A. Allowable 2 857. 659,063 sf
I,. Iles a "upp le. ants wo. 873 si
.� N (Y 17'E
.v�`eL
ADDITIONAL DRAINAGE
AREA <= 0.30 ACRE
M
N
,c
i
NORMAL
WSEL= 10.0
SA
= 42,890 at
STATE
STORAGE WSEL= 11.5
SA
= 67,595 at
=1 ESMT-AREA=
3.32 ACRES
404
WETLANDS
l_
/
Lu
Q
ti
3
a
Lakeside Park - High Density Subdivision Stormwater Project tracking
DENR ; DWQ Permit No. SW8 960605 Modification
POND No.2 -
Lot No
Project Nome
Offsite Permit No.
Lot Area
Net Lot Area
Permitted Imp_
Allowed Imp.
(acres)
(minus wetlands)
from Offsite (Sf)
at 85% (sf)
Tract
Atlantic Dermatology
SW8 960605
1,15
115
42580
42580
Lot 1
Coastal Pulmonary
SW8 010327
1,27
1 27
20299
47023
Lot 2
New Hanover County
unpermitted
8.71
8-43
0
312129
Lot 9 (north)
Delaney Radiology
SW8 050411
11.71
8.82
67156
326569
Totals
22,84
19,67
130035
728301
Pond Area
Lakeside Pork
SW8 960605Mod
3 32
3.32
0
NA
R/W Area
Lakeside Park
SW8 960605Mod
225
225
87850
NA
Total Drainage
Area (actual)=
25.24 acres
Drainage area
previous permit=
25,23 acres
Total Impervious
permitted (actual)=
217885 sf
Total Impervious
allowable (at 85%)=
816151 sf
Imp. previously
permitted (900605Mod)=
988703 sf
2660-DWQ- track in g. xl s
POND SUMMARY:
STATE WATER QUALITY CONSIDERATIONS -
Surface Area required = 34,620 sf
Surface Area provided = 42,890 sf
Storage Volume required = 80,200 cf
Storage Volume provided = 87,760 cf
Storage Volume Drawdown Time = 3.4 days
FOREBAY CALCULATION:
Approximate Forebay Volume = 18000 cft
AS -BUILT AREAS:
EL10.0= 42890 sf
ELII= 65890 sf
EL1L5= 67595 sf
EL12= 69010 Of
� EL13= 72195 sf
\ EL14= 75455 Of
EL15= 78790 sf
State storage=
87,760 cf
404 WETLANDS
l ���"E /may
1,5A�a Ai
6S05. £
Note Well:
I
Delineated USACOE wetlands were surveyed in April
I
of 1996 and the delineation and record map has expired
I404 WRANDS
QAREA
1.50 ACRES
I
W
0'
IH
ti
�, 6y 61A
Z
W
S 8910'33-E POND NO. 2 ( ACTUAL)
7 93,12
R/W area
acres
A. PQvenernt (BC)
60,3 sf
B. Sldewa lks
16, 321 sf
16,321
Q
. I C. Extra Lane
11,143 sf
(�
Net Lots Area
19.67 acres
A. Allowable 8 85%
728,301 sf
W
B. 01 Supplements
130,035 sf
s�
RS
OO,
F I ADDITIONAL
TURNLANE
PAVEMENT
3B9S0\
= 11,143 SF
.e C
I
Remainder of LOT 9
(north)
1
/
SW8 030809
025 MEDICAL CENTER OR.
DELANEY A7 MCD LLC
4016 PG. 360
/
NURSING FACILTY for DEVGN HEALTH GROUP
D.B.
11.71 ACRES TOTAL
/
10.32 ACRES POND No.2 DA
f-
-'---�
SW8 050417
I
1
SWS 030809
SEPARATE POND & PERMIT
P` a
D q\
6A-0d M1p2
N LOT 14
715 MEDICAL CENTER DR.
FCA PROPERTIES LLC
D.B. 5300 PG. 1819
0 97 ACRES ,rQ
SW8 070928 ,> i
ATLANTIC DERMATOLOGY LOT
A
CENTER OR.
AL PROPERTIES
D8 2rO6 PG 003
ACRES
605MOD
d
O:
I
�
5` p0 .vrovry
«xrui `x838
rs Err
LOT 7
Y.a 31 P4 315
�.1
N�}1-[ �\
\ \ \ J1 LIT,51 eC .E9 l
IS
}151 EI➢.
\ \\ 1
W
S y11a wepgNypr
\
h
a
-
LOT 1
h
n
-
r I090 MEDICAL CENTER DR.
��'�A
�� li BREATH HOLDINGS LLC
rI
1
races 'INC
i �� NAnxca fi
D.B. 2894 PG. 7744
3
8i
y�y
A\ c
1_27 ACRES
ae
-�
SW8 010327
IJ
$ c
- _
_ _. _ - _.
N
J
to
I
_
1 � C C.M
I
1�
L- �RglNq /
I Rq/NAGF �E'q D/ 2g2 Sg /
R V/
J A \DF
D/VIDF O/VO
1 � Iry "AND
I DRAINAGE
\., Q DRAINAGE AREA DIVIDE _ P
Portion of Lot 9 (South) r" ARC DIVIDE OND Nap
1_39 ACRES IN POND Nat DA n/7/-� OND No 1
V
�1g/ G
j.' �SB� v� 404AREA ANDS
V
LOT 11 R \ " 01 ACRES
735 MEDICAL CENTER DR.
TD BUSINESS VENTURES LLC
D.B. 4186 PG. 278
M B. 43 PG. 398
SW8 DACRES
~ \ c.e.
LOT 12
721 MEDICAL CENTER OR.
S0.6, 29 2 PC. 07 \
O.B. 2972 PC. 70] 1/'
\MB. 41 PG. 81 A \
� 2A2 ACRES
\�SWB 010622\�
COAST �\ �
\ GUARD \
Note Well: I
Delineated USACOE wetlands were surveyed in April
of 1996 and the delineation and record map has expired.
� `SF
C.B. 73 OS„
c.a s
rA`\
JR/�\SrR
On
iY4
�q
404 WETLANDS C PBp,
AREA '
s
LOT 22 °vi.
,y
736 MEDICAL CENTER OR as
736 MEDICAL CENTER DRIVE OFFICE ASSOC.
D.B. 5207 PG. 2430 C
4.07 ACRES
SW8 051214 /
404 WETLANDS
1.43 ACRES ,
E.I.P. ODES
OAS P \
LOT 15 6 : ? 404 WETLANDS \
Cd. AREA / '�- ELR. \ \
\, 2395 A BEACH RD. \ te" m 1-38 ACRES
( WILCOHESLCOHESS LLC c'e
Imo\ \ Da-5300 PG 1819 \\ 9168
\ t54 ACRES ''� C \ 0
' \ SW8 \091209 At 6' \
6356Z0
0.03 ACRES
f 7 10 i 6. LOT 24
N �1.1, p6 O P \
716 MEDICAL CENTER DR.
A v jD SEAMTST PROPERTIESLLC
`•G E6� 61 AB 6>°e q9a' D.B. 5236 P567
}g8ao[ aim N 3.48 ACRES / pnJ('ri0 ¢Zr�j 6157A \ is \
N 61,jy9 ��` NO OFFSITE CURRENTLY Oggw
;t10,05 ,6
O % P�6D�2
a� zo ra GAG N 2 v
Z C. Sup. J.CF\ \ \9 \ \/
1T Py. LOT 16 \ f w ' r / So \ B \ / Q.` V
m C
�� ar • �� 700 MEDICAL CENTER DR. rm ���m \ 9 OE Ad pJ0
LAKESIDE ESTATES LLC
VGG
j - 1.58 ACRES 5 �V
7A ShP.
265,76
S 844T16"E
LOT 2
1000 MEDICAL CENTER DR
NEW HANOVER COUNTY
D-B. 5197 PG. 2789
8.71 ACRES
NO OFFSITE CURRENTLY
0.28 ACRES
S 35 47" r
LOT 3
800 MEDICAL CENTER DR
MEDSERV CO.
O.B. 5240 PG, 822
6 08 ACRES
SW8 060647
I
`W
Y
H
I
C
rQ
a
< J
al
Q
,+
U L)
w
=
N
oz
w o
a Z
d.
J_
rn
C)
IC)
0
N
0
wI
e
iIN
O
N
i
I
N
d
I N
to
N]
N
O
m
Note Well, /
Delineated USACOE wetlands were surveyed in April /� \
of 1996 and the delineation and record map has expired. \
\ \ \\\a \
\ \ \b \
\ \ \ \6 /
\2 \ \R
\
N /
LOT 16 NO OFFSHE CURRENTLY 100 50 0 100 200 300
1.58 ACRES O �£ g \J srP \ 2 \
.., �psNM Nl/ SOS
\ Q �pOos`'`t� w 1j8A9 \ 0 \ /\// SCALE IN FEET: 1"= 100'
6 63G1j6 \ \ \ 9 \ y y
_ ELR
C \ a6 \ I.'mp'
Z o.}s ACRES / REV. NO. REVISIONS DATE
t b�y6 w / CMXi9ht Q. Hano
ver Design Sernec s P A. rese Aft not, roe Repmducrion w use of the contents of INS document ion eddlims or deletions to this
O , 3 2 documenp In whole w RorL w Ihoufwnrfen <m ent o/ Me Land 8urwiar or Engineer n pnWl6rted 1MIy copies born Me on9mal or tMs documen r. 1
F \ALL\JON \DWG\20-,WMASTER.DWG \ s 6 morhee wdh me onginpr sgnomr< one n-gma :ear of me wr.«or w Engineer :mar e< <s�dered ro Pe woe am n,.< <op�<e. J
Water Quality Master Plan for
LOCATED IN THE CITY OF WILMINGTON
WILMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
')a er.1�) ew,rAnA f
~ U ",,
41L)C.0
#k
t t'i ,1'Gt '�•
dhollis 9 hdsilillmmm corn
AAo N� FP P G O
� N
s
PbaU ♦O
PRELIMINARY PLAN
Note Well:
This plan is a composite map for graphically tracking
existing DENR / DWQ permits, quantities and areas, and
should not be taken for a survey or subdivision of land.
Reference is made on the individual Lots to the Deed Book
and Page Number where the surveys are recorded with
the New Hanover County Registrar of Deeds.
The permitted amounts of impervious surfaces
have NOT been verified with as -built surveys.
LAKESIDE OWNER'S ASSOCIATION, INC.
PO BOX 56
HAMPSTEAD, NC 28443
CONTACT PERSON: MIKE NEDEAU, 910-620-1237
Oate:
May 2010
Scale:
Scale: 1"=100'
Drown:
DSH et al
Checked:
DSH et al
Project No:
# 2660
HANOVER DESIGN SERVICES, P.A. 6^eel Na:
LAND SURVEYORS, ENGINEERS &LAND PLANNERS 1
1123 FLORAL PARKWAY
WILONE ( N.C. 28403 1
PHONE [phone]
LICENSE C-0597 Of: _

?. CONSTRUCTION ROAD STABILIZATION
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES - Practice 6,80
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE installed,Joe reaching final grade and after utilities have been
roadway areas are to e stabilized by placing
-DE 6.06 sub -base course of approved 4' marl stone, as shown in the
typical street cross-section detail on the Plan, to reduce
Shall be installed at the entrances to the project from
erosion and dust during the remainder of building
an existing roadway ( at Carolina Beach Road and existing construction.
Medical Center Drive ). Drainage should be away from the S B
road and erosion will be controlled with downstream 8 N
SEDIMENT Practice BASIN
practices. During wet weather it may be necessary to wash
6.61
truck tires at these locations. The Sediment Basins are to be constructed first (see
Construction Schedule) and are the primary Practice to
2. LAND GRADING prevent sediment from leaving the site. Detailed design and
Practice 6.02 spillway configurations are specified in the CALCULATIONS
section of the narrative. The PVC outlet is to be blocked
Grading should be limited to areas as shown on the during sedimentation function (or not installed) until
Plans. Cut and fill slopes shall be 31t or flatter except entire watershed is permanently stabilized and pond is
where specifically indicated. Care shall be taken during converted to permanent stormwater management detention /
land grading activities not to damage existing trees that retention function. Extreme care is to be taken during
are identified as 'to be preserved'. dewntering of ponds during excavation to ensure that
sediment -laden water is not discharged directly to the
wetland areas. The dewntering process is to be coordinated
F 3. SEDIMENT FENCE with City and County Engineering personnel.
Practice 6.62
Sediment fencing should be installed as shown on the P SC` 9, PERMANENT STREAM CROSSING
Plan, to delineate and protect wetlands and specified areas, Practice 6.71
and around any temporary stockpile areas as necessary to There are two permanent stream crossings proposed (noted
prevent any graded interior areas from eroding onto adjacent as the 'North' and 'South' crossings). Detailed calculations
lands or roadway, or into inlets, or as directed by Engineer are provided. Extreme care shall be taken during culvert and
or New Hanover County Erosion Control personnel. embankment construction to minimize adverse impacts to the
wetlands and existing stream areas. Construction of bypass
DC 4. GRASS -LINED CHANNELS channels and dewntering to be coordinated with appropriate
Practice 6.30 authorities. These crossings ore to convey stormwater from
the upstream undisturbed watershed in the existing, well
All overflow swates to be graded to design defined channels to existing outfalis. All disturbed areas
configuration, seeded, and stabilized if necessary with and future impervious areas are to be directed to the two
site water
t and convey n ti n
to co Y crossings. s. Co stuc o
temporary straw -net liners ponds and will not impact these g
to the Sediment Basin as shown on Plan, After final project should take place DURING DRY WEATHER, as quickly as
stabilization, swates to be re -graded and cleaned of possible, and disturbed areas should be stabilized
siltation as needed to establish original contours for immediately with rip -rap or vegetation as necessary. Both
stormwater conveyance. inlets and outlets are to be reinforced with rip -rap.
)P 5. INLET PROTECTION
Practice 6.52
i 44Q �� I
Storm sewer inlet barriers of silt fencing or block and (3 cted to help UNDISTURBED Il
gravel inlet protection are to be constru
prevent sediment from entering the storm sewer system. D.PA12OK LE SM/T / WETLANDS
4 PAGE 1546
DPP 6. OUTLET STABILIZATION
DP
Practice 6.41 D
Riprap aprons will be located at the downstream end of
all discharge pipes to prevent scour. -
O/ - D BL W. CARROLL
CONSTRUCTION SCHEDULE -
Indicated on Plan
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 roadway, primary ditches, and
Sediment Basins for preliminary grading.
3. Install Gravel Construction Entrances.
4. Install Sediment Basins as shown on Plan prior to clearing
and grubbing site.
5. Construct ditches and any other sediment control Practices
shown, prior to rough grading roadways and site st
ockpiling
ilia g
material and topsoil as necessary. Culvert crossing areas
should be stabilized with stone base course as soon as
constructed.
6. Install utilities in roadway, establish final road grades
and stabilize road with stone base course.
7. Final grade, install non -municipal ut1lltIes as needed, and
vegetatively stabilize areas where building construction Is
not imminent.
8. All erosion and sediment control Practices are to be
inspected weekly and after any rainfall, and repaired as
necessary.
9. Upon completion of construction, the roadway is to be paved
revs permanent ve e tatIv'l stabilized. After
and all a p Y 9 q Y
site stabilization, temporary measures are to be removed and
the Sediment Basin cleaned to its oeiginal design contours,
if necessary, and riser structureouopened, o ened so as to
function as a stormwater management',: water quality
retention pond.
MAINTENANCE PLAN -
Indicated on Plan
I. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2, Sediment Basins to be cleaned out when the level of sediment
reaches 2' below oriface opening. Riser structure to be
cleaned if excess water above design surface no longer
drains properly.
3. Sediment to be removed from swates when they are
approximately 50% filled or sediment level is within I' of
top of swale bank.
684 PG 86 \ 4. Sediment to be removed from behind the any a I t t Fence and
O / - Inlet protection devices when It becomes 0.5' deep, Fencing
- --___ and Inlet protection to be repaired as needed to maintain a
/ - MAT U DISTURBED barrier.
i
1 -
A It /
OP
UNDISTURBED
WETLANDS
I LOCH RON MAP
NOT TO SCALE
LOT 16
CANTERBURY
Z
L
O
\ 0
LOT 71
/
GREENFIELD
/
M.B. 5 PGE3ESTATES ' LOT 70
/
LOT 61
-SEC' 18O8 PGR A HILLS `
85 C2
LOT
62
N/F C REX HARDEE -- -_
UNDISTURBED
LIMITS OF WETLANDS__._
DISTURBANCE
\/ 12-
���___ -17 \+
C P
TEMPORARY
\ STOCKPILE AREA,
/ •�/ t \ t USE SILT FENCING �r
c
5
YlE
MEDICAL CEN en
R oRivE
/
1
/
I
I
0 A i
n/
cb �0 u o i
Z i
/
I
/
1
/
1-_
HEW PARKER NDS
D••B.--- 5 Al I seeded areas shall be fertI llzed, mulched, and re -seeded _ �/ / b �t t�
_ LA / \
IN
- --1325 PG t --___- as necessary, according to specifications provided, to /� \ ' 2 t
t
Z 'JIM maintain a suitable ve etative cover. / MEDSERV
//' � g /._V --_ MY PRIDGEN D.B. 127 JIMMYPRIDGE 0543 3'F' /' / ` /i MED
3ati'�3 ./ / SERV
2
V i
J• z.
O / 1 __ _ _ / / - �_ _ Area added to Pond drainage / \ �- \ EGETATIVE PLAN -
'� / / I i =---cam �- .' 1.24 acres \ / f I
_ .
330.
/ / SF / 11 r� l I ti°�..� �55'C6'16" E \ / \ / /
I I I \ ``1 •�, / i�'/' / ,lg\- 1' \ ---�- / 1. Permanent vegetation to be established in accordance with
D i ,I\ ' / / \ %% , / \ �'p�)jjil 'North Carolina Erosion and Sediment Control Planning and
,�'� _ P1 : / vv// / �•�.,�/• \ /' // \ `F:_,.� \ / Design Manual', SectiorY'K.11, latest version.
/ / I DRAINAGE AREA 1 �/('�
( TYPICAL) �i-- ---- i iI 1 ?�
j TEMPORARY
/ AiSTOCKPILE AREA, 78 -
USE SILT FENCING
UA
O1 DESIGNER'S CERTIFICATION
------
/ nj I - - - - � ' - \ \ / O� G "I hereby certify that this plan has been prepared in accordance
an with the latest Wilmington Standards d Specifications for
53� Management Stormwater lv� event and Chapter 20 of the Code of Ordinanances
y
of the City of WBmington
SF SF
/ I
��_
/ LIMIT OF 1) o � � Panted N .Hall ar LS
-- DI TUR NCE
l/ _ 4 _
�_�� Date: Name • Dear
= David S. i PE R
- I
�Li 14 / Registration Number. PE / 2007
/ a
1
i / -ems -�� >
D /
- \ > \ /- - -- - / - - ! OWNER DEVELOPERS CERTIFICATION.
i 8 i i a InQ� S/
- �J
8 40 _ / \, 7 / We hereby certify that any clearing. grading. construction
1
�V or development. or all of these, will be done pursuant to this
U� \ _ t? 1 / LOCK 9 N� �j ,- ---+ - / / / p oP
)3 1q OF SOU DIjC n ----- 'a• gh. plan and that the applicable Starnwater Management conditions and
1� 1 TN requirements of the City of Wilmington, the State of North
GO 6 7> / LM/" r / Camino, and the Federal Government and its agencies are hereby
T \ \ 1 / _ /I 1 1 TYPE "A" 9 Y
04 r^ i 8/ 1g i NE1GNTS �f CURB made port of this plan.*
21 / l � / , - /'� WHEELCHAIR
1 RAMP TYP.
�11 -� ( ) Signature:
/ ?4 I
?56 / i / JI / J / / / / R q �%� Printed and Title: g
i2> P89 %% /' /; 1�\� / // - �- III R APPROVEDlDate.
632216•• / / 0 19'6• I NORTH CAROLINA ENVIRONMENTAL
/ I / / o 11 MANAGEMENT COMMISSION
rf3 / 91? y� / 10' WATER QUALITY
COMPACTED FILL OR C ROAD DIVISION OF E `
GRAVEL, EXTENSION - - - - - -�- - ' // / ' / , \ ' f ---{� / II _ ZcI-SEP- 2W 3
OF FABRIC AND WIRE \' '? ' ' / ' ' \ 'rr::/\ / atw.
/ / / / 1 e'
INTO THE TRENCH NOTE:
\ ' l l l l ' ' / / / / .� EROSION &SEDIMENT CONTROL and WATER QUALITY PLAN 3 4 / /
SEE NARRATIVE - / / / S � � > � � / / �- � / � � :
FOR MORE DETAIL. LAKESIDE PARK
ISOMETRIC VIEW FILTER 10 i _ _ - - - u _ - APPROVE Scale:
6� 4-96
FABRIC s0. / \ i � � � it i 11 i /--"--'"- 1' PICAL CUL-L--SAC I
FILTER EXTENSION OF / - \ 9 i' BLp,CK 1 RONMENTAtY
FABRIC FABRIC AND WIRE
BACKFILL INTO THE TRENCH - 10 `-,Sourly
- S
6" MINIM 1'G l l / 12 / , OUj
MINIMUM 8•' WIRE THICKNES \ - ' l 13 i 14 N KkAf1 l l l
THICK LAYER WIRE COMPACTED l \ - \ ' �' 15 / 16
Nfl ' it i
OF GRAVEL FILL 2"-3" COAR�
8"MINIMUM AGGREGATE - \ / 6 1> / G/yjS / / -
B"MINIMUM 1 " -
GRAVEL CONSTRUCTION \ / / � ig �
V-TRENCH NOTE: SEE NAF" ENTRANCE, WIDTH / / / /9 /
4"MINIMUM FOR MORE_ 12'MINIMUM AS REQUIRED \' ' i i 20 1 21 i l i i^-
14"MINIMUM SECTION \� ` \ ' \ ' l i ?2 i 2.3 i'
SF .TION
sF SEDIMENT FENCE ( SILT FENCE) TEMPOR•( GRAVEL CONSTRUCTION -\ \ ;'24;'25;/ //
Practice 6.62 CE EN -ONCE EXIT DETAIL
NTS ractice 6.06 \
N.T.S.
�n•1V.v" G s R
to / 7lU /Of�
4
Increased area draining to ponds by 1.24 acres
6-02-03
3
_
Increased area to be disturbed by 3.0 acres
10-2-96
2
_
REVISED AS PER DEM and CITY ENGINEERING CON;MEN1"S
7-01-
1
REVISED AS PER NHC ENGINEERING COMMENTS
REV. NO. NO. REVISIONS DATE
NORTH CAROLINA ENVI NOT TO SCALE LOCATED IN THE CITY OF WILMINGTON MLMINGTON TOWNSHIP
MANAGEMENT COMMISSION NEW HANOVER COUNTY NORTH CAROLINA
..wrielnw nt: WATER QUALITY
--------------
/NER: LAKESIDE ESTATES, L.L.C.
) BOX 1213
LMINGTON, NC 28402, (910)-392-1229
aune.np
1 CAR0/1N ,
(SS104. 9
9
SE AL e
20007 1
t�
HANOVER DESIGN SERVICES, P./
LAND SUR✓ YOBS, ENGINEERS & LAND PLANNERS
WALNUT STREET WIL
N.C. 284D1 PHONE:
l�yl1`�J PHONE:: [phone]
1'= 100'
Drawn:
DSH
Chocked;
GA W
Project No:
2660ESC
Sheet No:
1
nr
: 10:34:39 06/02/2003

LOCH TION MAP NOTE: DENR / DWO STORMWATER PROJECT NO. SW6 960605
NOTES:
NOT TO SCALE 1. SURVEYED OCTOBER 1997 and MAY 2001.
ps. ^ 2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE MB 2 PGS 144 & 145
s
4. AREAS COMPUTED BY COORDINATE METHOD.
5. THIS MAP IS NOT FOR RECORDATION,
CANTERBURY CONVEYANCE, OR SALES
6. OVERALL SITE AREA = 69.8 ACRES.
WATER QUALITY POND AS -BUILT
LAKESIDE PARK
LOCATED IN THE CITY OF WILMINGTON
WILMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
OWNER: LAKESIDE ESTATES, L.L.C.
s.
PO BOX 1213
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WILMINGTON, NC 28402
(910)-270-5100
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MAINTENANCE PLAN -
Q 13
1. All measures to be inspected weekly and after any rainfall
10
event and needed repairs made immediately.
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2. Sediment Basin to be cleaned out when the level of sediment
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,
reaches 5.6' below water surface. Riser structure to be cleaned
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if excess water above design surface no longer drains
properly.
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3. All seeded areas shall be fertilized, mulched, and re -seeded
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necessary, according to specifications provided, to
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maintain a suitable vegetative cover.
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VEGETATIVE PLAN -
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1. Permanent vegetation to be established in accordance with
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'North Carolina Erosion and Sediment Control Planning and
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Design Manual', Section 6.11, latest version.
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LEGEND:
EIP EXISTING IRON PIPE
`
ECM EXISTING CONCRETE
MONUMENT
NCDOT NORTH CAROLINA
DEPARTMENT
OF TRANSPORTATION
NCGS NORTH CAROLINA
GRID STATION
IS IRON SET
PP POWER POLE
CL CENTERLINE
\,
R/W RIGHT-OF-WAY
100 50 0
100 �9
100'
SCALE IN FEET. 1'=
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s. 1
1
1 r
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J, 404 WETLANDS
r
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67590 SF
1.549 Ac
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POND No.2
SEE INSET
NOT TO SCALE
100-YEAR WSEL= 14„�g�. Rf.PNCY SPILLWAY EL = 14.2
� 10-YEAR WSEL= i3.7 ,
o SHELF I WEIR. C1iT EI E'>:AN = 11,5
38 LF 24'RCP NORMAL WSEL' 10.0 INVERT OUT= 10.0
POND No.7
NKMENT SECTION BOTTOM EL= 2.4
NOT TO SCALE
58120 SF
1.334 Ac
I.S.
40370 SF
0.927 Ac
.,.
EMBANKMENT TOP= 15.1
100-YEAR WSEL= 146 EMERGENCY SPILLWAY EL = 139
10-YEAR WSEL= 13.8
SHELF I WEIR CUT ELEVATION 11.5
9 O 2y `fy0
11
404 WETLANDS
42890 SF
0.985 Ac
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g• ��\.
__ aO ,)R 9 R� \GP\ P�Q y h
OLD IRON
LINE MARKER
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ADDITIONAL COMPUTATIONS FOR STATE DENR -
Impervious calculations:
POND NO. 2 -
A. Streets 2. 93 acres
Q B. Lots a 85Y. 19. 96 acres
Q Total 21.89 acres
Q C. 21. 89 / 25. 23 0. 868, use 87Y.
D. At 7. 5' depth, 90% TSS remova 11
0 SA required = 0.795 acre
SA provided = 0.98 acre
Lh E. Volume required - 80,300 cf
Volume provided - 8 EL= 11. 5 = 87,760 cf
F. Drowdown time -
4' PVC A = 0. 873 sf
C = 0.6
0 = CA(2gh)A1/2 0 = 0,297 cfs
T = 295,500 sec.
= 3.4 days
' ADDITIONAL COMPUTATIONS FOR STATE DENR -
Impervious calculations:
POND NO. 1 -
A. Streets 2.65 acres
B. Lots 8 85Y. 17.40 acres
Total 20.05 acres
Q C. 20. OS / 23. 12 = 0. 667, use 87Y.
D. At 7. 5' depth, 90% TSS removal:
Q SA required - 0.73 acre
SA provided = 0.93 acre
Q E. Volume required 73,550 cf
Volume provided - e EL= It.5 = 77, 225 cf
F, Drawdown time -
4' PVC A = 0. 873 sf
C = 0.6
0 = CA(2gh)A1/2 0 = 0.297 cfs
T = 260,000 sec.
= 3.0 days
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d
EL=13.7 WELDED BAR TOP
WELDED BAR
TRASH RACK 4' WEIR a
SOL TED IN PLACE EL=11.5 4
90'ELBOW DOWN 2 - 24 RCP
WSEL= 8""BELOW AWL
10.0
_ INVNL)=IaO
4' PERFORATED lNV'R)= 9.9
PVC W/ GRAVEL
AND FABRIC FILTER BOTTOM= 6.9
4'x 10'Precost Conc.Box'
OUTLET STRUCTURE DETAILS
NOT TO SCALE
AS -BUILT AREAS:
IE_es EL10.0= 42890 sf
EL11= 65890 sf
EL11.5= 67595 sf
EL12== 69010 sf
Ile Ir EL13= 72195 sf
TOP-f17 E-9.9 EL14= 75455 sf
s ' " Rrw= f.s EL15= 78790 sf
State storage=
= 87,760 cf
1
1
1 a.
1
1
1
1
NORMAL WSEL= 10.0
SA = 42,890 sf
\TATE STORAGE WSEL= 11.5
SA = 67,595 sf
AS -BUILT SUMMARY (05-22-01)t
1. Impervious area (permitted) 21,89 acres
2, Normal pool surface area - 0.985 acres
3. Normal pool Surface Elevation 10.0 MSL
4. Pond depth (deepest point) 7.6 feet
5. Bottom elevation (deepest) 2.4 MSL
6. Orifice elevation 10.0 MSL
7. Weir a levat Ion( State storage) 11. 5 MSL
B. State storage volume 2.015 acre-feet
9. 6' shelf Yes
10, 10' access Yes
11. Foreboys Yes
12. Outlet elevation 10.0 MSL
13. Primary Spillway elevation 13.8 MSL
14. Emergency Spillway elevation 14.2 MSL
15. Embankment elevation 15.2 MSL
16. Side slopes (typical) 2.8 1 to 5: 1
17. Orifice size 4' PVC
18. Weir cut length 4,0 feet
19. 10-year Q<out) 42 cfs
20. 10-year WSEL 13.8 MSL
428
0.990 SF
POND No.2
60 30 0 60
SCALE IN FEET.• 1'= 60'
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POND SUMMARY:
STATE WATER QUALITY CONSIDERATIONS -
Q Surface Area required = 34,620 sf
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Surface Area provided = 42,890 sf
Storage Volume required = 80,200 cf
--L--- --- '
Storage Volume provided = 87,760 cf
Storage Volume Drowdown Time = 3.4 days
PEAK DISCHARGE SUMMARY -
0(10> post -developed = 42 cfs IF ELEV.= 13.8
0<100)post-developed = 139 cfs @ ELEV.= 14.6
INSET
FOREBAY CALCULATION:
SCALE: Vix 60'
Approximate Forebay Volume = 18000 cft
Note: Pumps
to be used to draw down
ponds
in an emergency.
INSET
APPROVED
SCALE: 1"® 60' t-
GAROLINA ENVIRONME
«ACAhi=t"i FtJAnAt
AS -BUILT SUMMARY (05-22-01)t y'
Y rYJi Vit�til✓i9W L�f l'15 i-ER 1 uwrf
ITEM AS -BUILT
1, Impervious area( permitted) 20,05 acres C's b
2. Normal pool surface area 0,927 acres �)•
3. Normal pool Surface Elevation 10.0 MSL ; POND SUMMAR
4. Pond depth (deepest point) 7.6 feet 40370 SF
5. Bottom elevation (deepest> 2,4 MSL 6. Orifice elevation 10.0 MSL 0.927 Ac STATE WATER QUALITY CONSIDERATIONS -
7. Weir elevation <State storage) 11.5 MSL �.. .• © Surface Area required = 31,725 sf
8. State storage volume 1.773 acre-feet Surface Area provided = 40,370 sf
9. 6' shelf Yes Q Storage Volume required = 73,550 cf
10. 10' access Yes Storage Volume provided = 77,225 cf
11. Forebays Yes / '
12. Outlet elevation 10.0 MSL / s Y Storage Volume Drowdown Time = 3.0 days
13. Primary Spillway elevation 13.8 MSL( --"°
14. Emergency Spillway elevation 14. 2 MSL PEAK DISCHARGE SUMMARY -
15. Embankment elevation 15.2 MSL
16. Side slopes (typical) 2. 8: 1 to 5: 1 7 Y 0(10) post-deve toped = 40 cfs @ ELEV.= 13.7
17. Orifice size 4'PVC
18. Weir cut length 4.0 feet
19. 10-year Q(out) 40 cfs 7S h Q(100)post-developed = 123 cfs @ ELEV.= 14.6
20. 10-year WSEL 13.7 MSL > �O
s
EL=13.7 WELDED BAR TOP �• „ FOREBAY \ CALCULATION:
LOT 8R SECTION ONE . �. Approximate Forebay Volume = 28000 cft \
WILMINGTON MEDICAL PARK
M.B. 34 PG. 175
WELDED BAR
TRASH RACK 4' WEIR 4
0 9
BOLTED IN PLACE EL=11.5 4
MD
90'ELBOW DOWN
WSEL= 8"BELOW WSEL
p
- p4 RCP
10.0
INV(L)= 9.0
4" PERFORATED
INV(R)= 9.0
P VC
a- O�Q
AND FABRIICCAFILTER
4'x 10'Precast COnc.Box
• - � .-�
I'
NORMAL
NSEL= 10.0
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OUTLET STRUCTURE
DETAILS
SA = <,370 sf
11 \
NOT TO SCALE
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STATE
STORAGE
WSEL= 11.5
\ \
SA = 58,120
sf
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(0 ��5 2\ ,, \`
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sa
111% 11
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\ IRON, 5
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1
Addltiaal drainage area added to ponds
6-02-03
REV. NO.
REVISION
DATE
\� apyigl,f a Man.M 0.4r S. M P.A" AW dghft I.wIMd. R.P,.duclbn > .N .f Mr aanfw,i. of thb }ocwnr,t, > a 1' - ar d tf W Mb
\ d.cum.nl, h .naN a part, h.i wIltw, consent .1 Ms UM S11.)W a E.O.,, b Pr blf.4 OMY.a Rom 1M o 9: 0 of Mb d -t,
mawW .il= fM WV" Wr'r.r. Oid MO& ..w of M. S,rw/ar ar 111,, .1 N c.nWdaM 1. P. "o'W and 11. mPbx
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AS -BUILT AREAS:
EL10.0= 40370 sf
EL11= 56680 sf
EL11.5= 58120 sf
EL12= 5958D sf
EL13= 62540 sf
EL14= 65580 sf
EL15= 69220 sf
State storage=
77,225 cf /
ly
POND No.1
60 30 0 60
SCALE IN FEET.' 1 = 60'
APPROV
NORTH CAROLINA ENVIR
MANAGEMENT COMM
DIVISION OF WATER
RECEIVED
JUN 0 6 2003
DWe
PROJ # S�g
SE AL
20007
HANOVER DESIGN SERVICES P.A.
LAND SURVEYORS ENGINEERS h LAND PLANNERS T T
WILMINGTON,
WALNUT STREET {..�
PHONE:
(91 N.C. 2BD02 jll�llNQ111
PHONE: [phone]
ORAMNO Nix MW-2AM10-OM
15:13:46 06/02/2003

\` I / FHY L OCA TION MAP
/ \ LOTS 42-68 OF LAKESIDE PARK EXIST
DEVELOPED BY. / PRELIMINARY PLAN FOR /l \\ \\ \ s� \\ AS DELINEATED ARE TAKEN FROM / ® D.
RECORD INFORMATION AND ARE NOT ,
/ LINE BEARNG DISTANCE LINE BEARING DISTANCE \ \ Ss \ \ THE RESULT OF AN ACTUAL /
MUTUAL MANAGEMENT 0� / \ s \ FIELD SURVEY. / / NOT TO SCALE
L29 N 82'46'a4• W S819 L53 N 07'1396' E 25.00 \ \ \ \ '
C/O CREATIVE PROPERTIES 29 N az 46'a4' w z3e 19 s3 N m•13'16' E 1zs,0D \ \ S \ s \^\ R
�. L31 N06'16'1"w 4.67 L55 S82'46'44'E 125,00 MUTUAL MANAGEMENT ,<\ \\ \\ S \p^\`�-\ \\\ \\ jS \ /•: LOT 16 /xi' R�
P.O.BOX 1 213 P / / 31 N z0'om16' w 532 0539- L56 S 07.13'16' W t25.0D \h m
C\ L32 5 82'46'ac' E 253.9,3 L56 S OJ'1396' W 25.00 N °���
WILMINGTON, NC 28402 \O / / L34 s 82'46'44' E So.00 L58 N 82'46'44' W 132,00 % \ ` s \ Q� \ \ Y \ / / o Lt3 L14 L15
G� / L35 S 07'13'16" W 33.00 L56 N 82'46'16" W t32.00
TELEPHONE: [phone] �. L36 N m'13'16' E 4,�02 L59 N 07'13'15" E 125.00 WILMINGTON TOWNSHIP, NEW HANOVER COUNTY NORTH CAROLIN,4 \ \ \? O� \ \ / \ / u1 C P�
L61 N 2i}16'E 25.00 i
/ L37 5 071} 6' E 31.00 L6i s 82'4644" E 66,00 \
L38 N 0213 _ \ \ EXIST
L3a 5824644'E 5000 L63 S07*13t6"W 25.00 OWNER: MUTUAL MANAGEMENT /\\ ` \s � \ \ J-� A
L40 N 0]'1}16 w 13 D0 L63 S 0]'46'44 W 125,0 / 0O \ A� \ (�$/-ly R `[]\(�
.DO L64 N 82'46 44' w 66.D0 /` �\ � � \/ - \ /\ ,p2 S / \ \ \�` v ®HYD. S'f�
/ 4 W 25 00 L65 S 82'46 44' E 66,00 V Gq ER \ .`� ; \ -- J 7 � NT BURY
L39 S 82'4fi a4 E 12
L66 S 26'37 44 E 50.00 /
/ GD DATE: NOVEMBER, 1994 / \ \ \ S9 \ / _-- S ' p•
L43 N 82'4644 W 50.00 L6] 5 26'3744' E i]5.00 \// T 66. 2j ' / \ \\ \ � U
/ L44 N 07'1316 r 1',2.00 L68 S 263744" E 25.00 \ Sj \Se \ -\ - - I.i A \
Las N 07'1316 E 125.00 L69 S 63'22'16' W 33.00 _ i / 90F2^ \,\N S�F.O \NO
/ L46 S 82'afi aa' E SDDG L70 N 263]'44" W 25.00 /\ _ \ T !y -('l �\ p\r` r �X\TB� O� PJ�Nv�' �\QyP�O
/ L71 S 632T16" W 33.00 (\ Ass A A� �� . ---�'- - - - "�� N OPT ES�P� PpI r S V 0
/ L47 S 8z'46'44' E 125.0':
L48 S 0713'16' & 125.00 L72 N 26.37'44' W 175,00 / s /
L49 N 82'46'44' W 125.00 L73 N 63-22'16' E 33.00 \ S \ / G3' G4 NONE' Ep \S Q O 0 N O�\E\P LOT 71 / \ a NGjpN
j
/ / Lao N 2'46 4' E 125A0 L75 N 26'3]'a4' W 3.00 /\ \ \ /
/ L51 N 82'46'44' ry 50Ap U5 N 6J'22'16' E 33.00 / \ sy \ \V / ' PET\' S \' d`\N G� P S PE\O pE'N i GREENF
/ \ / fX157. QFL08 PN �E �E'E4 gfl Qp\N �E OEL C\O� \ r I� M e, LPC. ESTATES i LOT 70 aQ
�E 0 O M O O m 3
ELCHAIR / � / \sue \ \� / �. SO E JN FAO GpR � � G. 3 i U
P (TYP.)
/ CURVE DELTA RADIUS AFC CHORD TANGENT CHORD BRC
/ C3 52'4322 225(0 2G704 199.81 IIL50 S 2921'36" W\,
C4 452155" 303,00 239.91 233.69 126,64 N 33'02'19" E \ Sa \ - O\ ;'`\�/ I SEC. 1----/___ T
Ct 40'0104230.00 160.64 157,40 83,75 N 68-13'06" E / \ >ry \ \ '0 i OF NORMq "- /�/ �•
®/ C2 45'12'39' 193.9 152,58 148.66 80.51 N 25'3b'14' E �
/ \�sF,/� .B. G 85 HILL,
o g P C HIL
LOT 67 /
G,q-�
/ 1 ,O � \ /, .oq.fiq / \ V A V ro0 // h AG,1' LF•,p / /
t �, A, x \ ' ` �� •g Oti SP r / /
100-YEAR 62
---�, ✓ s \ w \ \ 4 LOT /
/----___ EXIST
FLOODPLAIN ;� �.3�!' c"O\ \ \ \ /�`'+� �M6 l Fh'YD.
EL= 10.0 O 1c. / \ �\ \ \/Y ' \ \ ,. r` ---1 E osnNCT TO t l 60, C
opP`P� rti7s w - - -WATER LINE P, Raw MEDI Al CEN
�Q Q` Ant F y EXIST6" 7�-
TYPICAL CUL-DE-SAC O - PAIR CK - c�` ----lAs R-� �P1$ - / oA B !p \REX HARDY -��- - ,CR DRI
NOT TO SCALE / // _ D.B. 1204 PACES; 1 )4 l r - - - - - - - - - _� _ _ ' oJ�O ® /. / FRTr<i,1, \ N R_35'TYPP ,T
rC
/ 6 ' ~ - - - - �Q O' ®, `\ _ /`'S. ' F \ 90�5 '00" W - 100'TAPER
_\.- ® - - �53
^ '< !\♦ lA C+ I 8p 00 FT FT°
3 r _ _ O�_P�_- T NN l\Si /"� l `\ l0 `��/\\\ G o~fie I \ • / Y V TA • �3Dp,.\� .,,\ E 258, 88 FT
jam'` ! p v l 0
r ` V % - <oc'� Op �,( o N/F
RICHARDSO N
�0
t/ m / / �; _ -�• _ _�� cP \ l\ 1089-845 I
/ L.W. CARRO R 5 T ?- - - - - - . - - - _� -_- -_- - to ! \,,. P� o-� ` A`o , �• .w": GO' o ro o I
J/ / V J D.B 684 LL / _- -_- --_-_ - - t_-_ - - ♦ 9\9 _ o\ / O 9 0
- - - -_ -'
/ - N' _ _ ! - _ - -
/ /O _� _ - - oteral
_s_ anitory Lateral / J
--------------- ----� - -_-- 7 N° �P JUR_ DEVELOPMENT s eca�° TYPical-
/ - - __ _ APPR IMATE IMITS 5 g / ' ? \ \., \ 54'O8'00 NE - _ _ J \� P°° J / 73. j1 W BEARING DISTANCE
_ _ G
- - _ - _- - -_ AND CATION TI PROPOSED io / \ \ FT
_ _ r - `� h� / V / ,' � LINE
L1 N 09'50D" E 47.66
/ r d 2 _ '• pyw - -_ _ _ 'y _ _ _ REGI AL OFT NTION FACILITY. ��ti / /`\ \\ \ \\ 2 N zrasu' E 12.50
/ / r 2 ° /e /6 - ✓ D„ Hc/ ARKE °'----_� -_ _ A PROPO ED DEDICATION s ,/ O. ` './ \ \..\ MEOSERV a Hoe ss z2" w izi.a3
- - OF AND OR C MMITMENT TO DESIGN OR BUILD. ' \,P \ \' \ is N osiais' w si ss
_ _ -_ - _� D AILS TO BE COORDINATED CITY OF \ vy /' !3\ \S / - \ \ L7 N 12.30 n' w aria
/ / pL0 a' ..,� ✓ MY RI - _ _ - __ _ _ LMINGTON AT TIME OF FIN PLAT. - ` Ng5 '' >r P, �- ^\- L8 N o6'1603' W 28,46
N D. _ _ '� ��p / \ . / �N \ \ L9 N 2oM4'18' W 55.78
/ \ _ L10 N 06'0708' W 26.68
_ _ _ _ /•0 / L11 N 53'50'46' E 39.76
_- - `_ _ _ _ _ _ _ _ _ _ _ _ _ " / \` '' p '' '' / / \ \\ q \\ \ L13 N 52'1648" E 42.3
i
_ _ _ / V \. NO / / i \ \ L13 N a3'55 a]' E 42.38
'-- - _ �` \ Qi' / ` \ \ /' ,\ ,' /' l \ � \ \ L14 N 525923• E 66.56
/ ..r GEN D, B. i -'f - - - - - - - - - - - - - - - GJS� • ,/,`-1 ,' ♦\ `� �O $ �/ �\ ,L0 \ ...\ MEDSERV L15 N 48'37'08' E 22.D8
_ 278 P ; -_-_- - _ -_ _ - ---1 STUB -OUTS r�^1 / l •c N°j \ ♦ A \ u6 s 60•20'22" E »7.e]
EX, ING • �' �, 1543$ i� - - - -- - - - -1 FOR FUTURE TEMPORARY 5 a G` /'/ �j�� \ ` \ L17 S 27'33'53' W 51.25
/ 2' 13 �' -`�•'� - - - - - = CONNECTION BARRIC / l O \,♦ ' ' '
0' _ B ¢_ _ _ _ _ _ ADE \ /�0 ' V \\ S\ \ ' \\ � L19 S 415'5546' E 36.07
CONN
ARC CMP_ .�, _ �` - _ - _ _ _ _ -- _ ," _\\B. \ 5 / k) \ \\ '(ice / \\,. '�� L21 5 48'1155' E 65.99
57
1 2 ULVERTS 0 r� - _`- -_� \\G' / i /'/� \ / / / / �p2 L22 N 404954' W 5878
/JC.
- - - _ _-_ TEMPORARY r '\ ' ` s1 - - --- - , / \� \� � \� L24 N 78 ii2a' w 3665
° TURNAROUNDI \/
- L25 N 4880'09' W 3Zf0
f
49'16' 54.84
8' E _ - - _- - - _ _ CITY STD. I I / `
_ I \ \ \ 27 S 6439'36' E 161.t19
- -- Fen
e__ -_ n8oUt allR e•.. P t__ _ BUFRER
Its
-_-- � _ II I __-- ��►,:�.� '/ \�
- - _ ---
_ R I _
M I
TEN TI E ___ _
\
Si 1� GU/� I
ill 3 Yp �� J D0�-�ECOE�T �i N v �Ov v NOTES:
Ldr/ a7
i t ZO Y OF WILMI ON 0
.. v
N
/
�'' 1. Boundary surveyed in January of 1994. Topography taken from
• v V record information and not fiend verified.
2. This map is not for conveyance, recordation, or sales.
Tie
E \
3. Portions of this property ore located within a special flood
/ / U 0 ti t., * \ _ - ■; _ , 2y I _ �� - (� • \ - \ hazard area according to Flood Insurance Rate Map Community
Panel #370171-00108, effective date April 2, 1986,
</T M/ o�� / T ��\ `� �"-:., , .,„,,,�� "'-•�„L � o - - - - - - -- '� _ 'F' �P� 4. Overall site area = 69.75 acres. Wetlands are to be delineated.
5 This
y setbacks oreafollows: n sCity
f Wilmington O&{, R-10, and CS. Building
front
/ / ' C/ �� - -- :, v__ • x- - I �„ I Waterline In Center \ 35 from PublicRightRight-of-Way
of- y r CS
TY � 30� from Pubic -of Waxy for R 10
/ UT OF W Plaza. &5fro ` ��
/LM, .� I I (typical) - 1� 6. Handicap Romps provided at all intersections and one per building.
l / (.. FgSEMNC N � I \ __.------- ,pa 0 �\ 7. Street lights to be provided in accordance with
/ moo•£' / O r '� `<.. FN �' •' - _ oWilmington standards.o
.\ � �O -� � _ � � �I I � � I ^7 � City f
t -
Ii t l
�_ / � , N � \`"` ` 'i� ` V I _ �' t � OS" � J / 8. 15 suitable frees per acre ore to be preserved or planted
/ O /v J /
y/ / / 7 Cq qL �� �9 t� I �� r In accordance with City of Wilmington standards. Individual lots must
meet City standards for landscaping when developed. Bufferyords are
/ 41 ,I r / 0 rpR- / / - •C12 ��'.+_ I O i v / i`�, to be installed as individual lots are developed.
9. Water and Sewer to be public. Generally, all Sanitary Sewer lines to be
I:
8"dio. unless otherwise indicated, and all Water Mans to be 8" dio.
9 / 10 _ , 1 - 1 �, unless otherwise indicated. All lots to be individually sewered and metered.
���---r+++ a Specific location, sizing, and details of utilities construction to be approved
72 BLOC! r OF l` / FEN-� I �� by the City Engineer. r 9 / CF
75 / Spur l % FNCRO ��
69.78 ACRES TOTAL
1.53 ACRES (OUT -PARCELS)
­7 G
i e �A 2/ / g / l
y iN ��� i lgl CT NEl
N r I
ti G"M N.C.S. MON. cDONALDS' �/I/ \� r / / 2/ 23 i l r / r / 2 - I I /� 68,25 ACRES NET
N=162,380.13 �� *�� , / i 24 i r r / o I _
�- E=2,322,251.10 L�/_�• 25 , r •r / �� ,/ - C,,
(N.A.D. 1983) �v
V �0 �� �o i 27 i i r l N ' '
//A�//Q� t I� t ' vl ikn �61
��;� r�W,
_ l l r 29
I
N C.GS. MON. "AUTO" ^ \ �� / r / .. ------ - - ` uw /
19 468.95 �/`� R 2 pj _
N� ��� 3 6"r �'
7s• E=2,323,607.53 I / / // 33 / �, T 972 7 � � ���� $.. l 9� 6g�� l7i,�+2.c: oI� \(i /O
I � `Y
sr•• N.A.D. 1983 TVl -- y
TB
SAp 3 60, ROW _ 4 2Qi
1 4 Qi 5 7 18 18, 7' -
2 0.13' ti b �P 9 11 I l - Q �UNI .,yap ♦♦ ..
>2 B"CROWN or 19/76' 9' 8>.2 ti /� ��� r / / /�0,
PROPOSED SANITARY to i�W �W �� Cl) (� ��� I I/ 7 / O T , OLD IR
SEWER &MANHOLE 1°° I 2;� CL 2�W Q¢ lu �_, l/l I, 17 1 I i a I W
QQ oPz� o'In �t �,� ���� r l 1? / I OF '43'06
1 2�Q 1/4"' i' 7/4 7' 2�Q ( Sp C N 4 5 FT / 100 50 0 01
o w ro-- / 73 / , UT AP I 80.
- - - EXISTING SANITARY o W 2"SAND 4 JC �� �� ��� I / 74 / N I'1'/ �:'` ^ / NOTE -
SEWER & MANHOLE 4"CONC. 2"ASPHALT CLAY SLWALK R�35 7S i L INGT TtiIEN r 1 Sl. :E': u, IN DECEMBER OF 19$3 AND JANUARY OF 1994.
SIDEWALK TYPE "A" 4"MARL BASE CS ie �_� , N / I r 76 i ,ON / /r.S I 2 A -
PROPOSED WATERLINE CURB h - NOTE.' Both sides ore 1' - nnmetrlcol. 0 VC. --�� FCT �,, r l l 77 l 'E1G/yr I 5 AlA STA
-�--& HYDRANT ASSMBL Y. RON'J Y M
TD`_ 4NCE5 ARE HOR120N TAL ALE W FEE
1. Used when collector provides direct access to single family IeS or when ' � \ �FX p�•� l lg 76 AI /� i IRON FACTOR 1.00004. SCALE. 1 = 100
EXISTING WATERLINE on -street parking is otherwise necessary. \, �\ \ I `, 9 /20 21 / 2 / I I IweC r C �-T_��\ 26 N D LSD FA " '
2. Centerline and parking lane striped. / % N ED ONLY.
pRppo ,\ 2 6 E` - EXISTING AC SOWN WITH
HANOVER DESIGN SERVICES, P.A.
-------- EXISTING STORM SEWER J. For catch basin parking
see 'local A & B Cul-de-sac"' deter. r /0 / / 8 - RIVE ESTABLISHED BY LAND SURVEYORS, ENGINEERS, & LAND PLANNERS
` 7 OL °Av1 L� AS SHOWN WITH BROKEN LINES ARE COMP'JT
yreRSECr/ `,� 23 1 24 i ; N/p/q ,I \ RIGHT CL W Y OF LAKE SHORED R R ANNERS
��� E3 STW6 PAVEMENT ALIGNMENT
^ CITY OF WILMINGTON COLLECTOR 9 E".CRLAG"6'EN:TS EXIST A5 SHOWN.
W _ - ION �` �'\� ' �i j r 25 r l / E ap l l/ THE COTTON EXCHANGE
PROPOSED STORM �� � � t��\ //\\ 'n\ -�� �� \ '�, l /2g / r qR/rL- I I ;'� s O• 10 FOR REFERENCE SEE MAP OF LAKE SIDE PARK M.B. 2 PAGE 144 & 145.
SEWER &CATCH P R E \ / \ A R Y P L /� ( \ \ ` ` 2T e ?17 WILMINGTON,
NORTH FRONT STREET
NOT TO SCALE \ \/ �f / \ ���JJJ �, l / I l 1 17 LOT ANES ARE SUBJECT TO CHANGE AND FINAL PLACEMENT
BASIN '� _ �,• 28 r l l WILMINGTON, N.C. 28401
\ \ i2 % I `SOY WILL MEET OR EXCEED ZONING REQUIREMENTS. ALL LOTS SHALL COMPLY
STOGATES RSURFA FLOW
E MEDICAL CENTER DRIVE EXTENDED D �' PHONE (9,9, 343-8002
26 \ �� `'� / / 9 / 0 h�IVE , WITH ZONING SETBACKS, HEIGHT RESTRICTIONS, ETC. ON AN INDIVIDUAL BASIS.
STGRMWATER FLOW NOT FOR RECORDATION O R CONVEYANCE ` '' ' ' °`°S / ' i• 72. ALL STREETS "AVE 6°' RIGHTS -OF -WAY.
DIRECTION �� 4/ /; / FO �� ; REVISED: t-12-95
2660-1-94DH

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. /
SEE CITY OF WILMINGTON
TECHNICAL STANDARDS AND
SPECIFICATIONS FOR ALL
Q CONSTRUCTION DETAILS.
Ld
T
Q
4#1
M
IRv
Qom° / \
47 /
r
3Q 21 ti00
/ 0 �O
O AP VOX
M SI (LOCATION g7 U
u
0 21
U
2
Y I I
3
M
to 7n 0 a i CUR STO S R QD.
_W w aW 00v1 I �
I ?W.��I I
l; 0 00
n GRIATE INLET 00
TOP=20.5 4
F=16.50 N
� I T 8.50
1. I I I I I$
S
00 gyp\
1 `Y2 Fi
910 P�
F \O
0
\ F (n
.pP �%
O,p �R sue,
Qs
13 Ng6 � p0
EA
--I� /
PROP. 7' WALK 'p0
FF= 21.50 00
FUTURE 0 �0
DOCTOR'S OFFICE M h
2400 Sf
LANDSCAPING
75.00 REQUIRED/O
TYPICAL �
i
Raw '
5
5 �o G0
\� '0
LOCATION MAP
( NOT TO SCALE)
PRELIMINARY SITE PLAN for
rm
VEO�a� �
JONATHAN
CRANE
m
i
U
Z
Wv'
LOCATED IN
WILMINGTON TOWNSHIP
o
NEW HANOVER COUNTY
NORTH CAROLINA
11-15-96
GENERAL NOTES
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 ail existing utilities 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.
\
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED.
\
3. Contractor is responsible For obtaining all required permits.
4. Contractor to ensure that pavement is warped so as to drain
\
positively to the drop inlet.
5. All trees which are not required to be cleared For
constuction shall be preserved wherever possible unless
\
otherwise directed A tree permit is required. 17 trees are required.
\
6. The Contractor is responsible For controlling dust and erosion
during construction at his expense. Proposed area of disturbance
\
is less than one acre.
7. No geotechnical testing has been performed on site. No warranty
is made For suitability of subgrode, and undercut and any required
\
replacement with suitable material shall be the responsibility
\
of the contractor.
8. Extreme care shall be taken to ensure minimum separations at all
utility crossings.
\
9. All roof downspouts and drainage From any impervious surface
to be directed to parking areas and inlet.
10. All construction, landscaping, lighting, etc. to be to City of
Wilmington standards.
DESIGNER'S CERTIFICATION -
/
'I hereby certify that this plan has been prepared in accordance
with the latest Wilmington Standards and Specifications for
/
Stormwater Management and Chapter 20 of the Code of ❑rdinanances
/
of the City of Wilmington.'
/
il CAIIII.1*
Signature: ss'R�lf'%
Printed Name and Title: David S. Hollis, PE, RLS - SEAL _
S 20007 S
Date:
'
Registration Number: PE 11 2007 ��,9.•n,........ �`s•��
.,�V1/� 1. S. NO; P
Lot Area = 1,15 acres
0.95 ocre proposed to be
disturbed.
0.75 acre impervious proposed
= 65% impervious ratio
�J
Existing SMH-54
\ Rim=15.02 /
Inv(in)=4.66 /
Inv(out)=4.60 /
a0 UnGTy R/ 9s� s 9 \ /
w �
OWNER'S / DEVELOPER'S CERTIFICATION
'I / We hereby certify that any clearing, grading, construction
or development, or all of these, will be done pursuant to this
plan and that the applicable Stormwater Management conditions and
requirements of the City of Wilmington, the State of North
Carolina, and the Federal Government and its agencies are hereby
made part of this plan.'
Signature:
Printed Name and Title:
Date;
/ CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
\� 1 22'08'44" 280.00 108.22 107.55 54.80 S 16'17'06"W
\ 2 21'25'08" 280.00 104.67 104.06 52.95 S 38'04'02"W
30' 15' 0 30'
SCALE IN FEET
SCALE : 1"= 30'
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
Revised: 2-27-97 5031 a.DWGJLW
Revised: 2-17-97
: 13:12:16 09/19/2003

3 4 i"
LMEISIDE PARK
SEC riuN ONE
/ \ \
LOT ONE
WILMINGION IOWNSi'i1P, NE6' !i 'IG.'L.li ;` .1\: /, i R„/ I. r1 /// , / \\ N/F RICHARDSON \\\
OWNER: LARESIOE ESIATES, LLC // ,' \\ 1089--845
I \'
5051 NEW CENTRE
DRIVE
/ b\
WILMINGTON, N.C. 284U,3
\\
DAIS: JANUARY 27, 1.998
/
�U�G
srr
tiY\
< ,.
\
\
\ EASEMENT
\
\
\ M.S. 37
PG. 220
/
I_----
\
ill.i'J OF Sl; V tk
\
i / •--
rl
h
LU
w
cl
Ll
/
EASEMENT LAKE.,�IDt PAFfi ^s1
\
S70RMWATER MANAGEMENT
1
POND #2 L�
I.S.
r E
/
/ n
\ / t-C. Gr. ,OOR, . N-J 83
E = 2, 323,16,9. 786' _
NOTES:
1, SURVE ILL .A _A/vLIA„ , 1996
2. AREA LOMFO,Lu BY COORDINATE MEA100
3. ALL DIb tANbco ARE , fORIZONTAL.
4, COMBINED Gr.-G , ACTOR = 1.00004.
5. FOR GRID bt- .?LE MAP FOR LAKESIDE ESIA IES, LLC
MEDICAL CENTER DRIVE STREET DEDICA77ON
(M. B. 37 PG. 220)
LEGEND
C.C.M.
= CONCRETE CONTROL MONUMENT
I. S.
= IRON SET
E.I.P.
= EXIS17NG IRON PIPE
R\W =
RIGHT OF WAY
AC. =
ACRE
S.F. =
SQUARE FEET
M.B. =
MAP BOOK
PG. =
PAGE
REVISED 2-4-98 PER Cill' REVIEW
I
,
1
,
C. M
MILLS & CRANE
/
u
N.C.
GRID CHORD. NAD 83
/
/
N =
165,949.665'
E =
2, 323, 220.287'
/
/
/
/
MEDSERV
D.B. 1464 PG. 838
MEDICAL ARTS EXT.
/
LOT 7
/
M.B. 31 PG. 315
30' UTILITY
EASEMENT
32 g3^
D.B.
957 PG. 919
8 0 E.I.P.
35.57
UTILITY
EASEMENT
r,S s 68
\ \ \ \
\
84' 3S' 30 W
?6 B"
F
/ \
\
52.41
-------------
gnaw
1.275 ACRES IRON LINE_
55,554 S.F. MARKER
yyW
- <F
� N
O
N 84'47 16'W 22�6.5...76 _LS.
N.C. GRID COORDINATE LL
N = 165,526.625'
E = 2, 323, 21 1.821 '
N. A. D. 1983
FUTURE DEVELOPMENT
LAKESIDE ESTATES, LLC N
M. B. 35 PG. 9 N
a
w w
R Z
� Q
o
0
Ln
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
1 6'50'47" 1030.00 123.08 123.01 61.61 N 08'38'08"E
CAMERON COMPANY
4... Lf 4./ r T! L/ / Y MAP
R ti T r j. NOT TO SCALE
rn 0
a __
CANER13URY
S•
%
o'�� PNUE1F `��
z a •got' �
• u
CER17FICAIE &F ACCURACY AND MAkr,.VG
1, JONATHAN L. WAYNE, CER77FY THAT 7711S FLAT WAS ' ,JWN L•diEr7 Mr SL,iShV,o,ON
FROM AN ACIVAL SURVEY MADE UNDER MY SUPERVISION LDEED DESCRIP170N
RECORDED AS NOTED HEREON);• 7HA7 THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFDRMA ITON FOUND AS N07ED HEREON THAT THE RA770
OF PRECISION AS CALCULATED IS 1: ...: THAT 7711S PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. - WiTNFSS MY ORIGINAL SIGNATURE,
RFGISMA77DN NUMBER AND SEAT THIS DAY, OF A.D. 19
v •.
h' -
JONARIAN L. WAYNF_RLS 1-3391
1 CER17FY THAT THIS SO, VEY RE--CRF_A IES A SURDIVISION OF LAND WITHIN AN AREA Of'
CITY OF W1LMINGTON, WHICH HAS AN ORDINANCETHAT REGULATES PARCELS OT LAND,
JONA7HAN L WAYNF RLS L-3.791
C_ER77RCAM OF R&_'ARON L. ,TEGIS7ER OF_DEEDS
NORTH CAROLINA, —_-COUNTY
THE FOREGOING Ce: 1117CA9E OF .: NOTARY PUBLIC IS
CER77FYFD TO BE CORRECT. FILFV FOR RFGISTR.4770N THIS_- DAY OF
19_ ; AT O' CLOCK-- , AND DULY RECORDED IN MAP BOOK
PAGE
BY,
CER JF,,-17E OF REGISTEA TIONIVISC ;U :RE Fc,, . JM£OWNERS ASSOCIA T70N
.COVENANT CONDI77ONS AND RE$TRIG 77ON BY REGISTER OF DEEDS
NORrH CAROLINA, NEW HANOVER COUNTY
HOM _RS ASSOCIA770M CONVENANI: CON „r, rS, AND RESTRraeTUNS
FILED FOR REGISTRA DON ON THE .___ ___ DAY OF
AT ____ -- (A.M. / P.M.) AND DULY RECORDED IN DEED BOOK
AT PACE
REGISTER OF DEEDS
A.. L07S ...F, .IED Ll, 7741S , `r MEET OR EXCEED THE MINIMUM AREA ANO
DIMENSIONAL REQUIREMENTS FOR THE ZONING DISTRICT w wicH THEY ARE LOCATED.
CER77FIG-LE OF OWILIIo HIP, DEDICATION, AND JUPISDICTIUN,i ., •.,
I (W€) HERERY CERTIFY THAT I AM (WT. ARE) THE OWNERS OF THE PRO, F_R11
SHOWN ANT'IESCRIBED HEREON AND THAT 1 (WL) -HEREBY ADOPT THIS PLAN
OF SUBDMS:UN WITH MY (OUP) FREE CONSENT, ESTABLIS11 DIE. MINIMUM
BUILDING LINES, AND DEDICATL...LL STREETS, ALLEYS, WALKS, PARKS,
AND OTHEP _ SITES TO PUBLIC OR PRIVATE USE -(AS N07ED. FUTHER, ' (WE)
CERTIFY THE 'AND AS SHOW14 HEREON is mmw -THE°-` i r, ONG JURISDITION
OF THE CITY OF WILMINGTON, NOR774 CARE-
. r
DATE
SIGMATURF_
CERTIFICATE G. AP, rcJVAL bi THE CITY OF MLMIYGTON S'UBDIVI REV,_A BOARD
THE CITY OI MLMh 'ON SUEO SION REVIEW 1, ;D HEREBY A %ROVES FOR RECORDATION
THE FTNAI rzAT FOR LAKESIDE ESTATES SUBDIVI.' N PROVIDED fhAT
SAID EINAI PLAT IS RECORDED WHIN NINETY (90) DAYS.
DATE CHAT P MA VISfUN W BOARD
RE -VIEW OFFICER 3 -RIIFICATE
f I JI IC-. 7Tl CAROLINA
CITY OF WILMINGTON
j DWPIFI, _ _ .. �_ JI _, REVIEW , , : ER
OF NEW HANOVER COUNTY, _'RIi Y THAT THE MAP
OR ILA TO WHfCI THIS CER TIFI' ARON IS AFT7XED
MEETS ALL STAIUTORY REQUIEMENTS FOR RF-CORDING.
At. r,EW OFFICER
DA IF -
1 I D� •' ICE
LESIGN P.A.
50' 2 LAND SURVEYOho,E'NGINE'ERS & LA1VD PLANNERS
--
SCALE IN rTFT
of WAL.NU7 S1RLET
'.M,AINGTOK, N.C. 2L
50 PHONE: [phone]L
�- u o

I
LAKES/DE PARK
LOT2
CITY OF KILA41NGToN WILMINGTON TG
NEW HANOVER COUNTY NORTH CAI
OWNER: LAKESIDE ESTATES, LLC
5051 NEW CENTRE DRIVE
WILMINGTON, N.C. 28403
DATE: NOV. 16, t 998
CURVE
DWA
RADIUS
ARC
CHWO
1
14 ' 34' 32"
2000.00
b08.9
507.60
2
9'3s'3/"
2000.00
334.92
334.43
3
0' 12' 03"
2006.00
30.28
30.29
4
6' 50' 47"
1030.00
123.08
123.OI
3
6'50'47"
1060.00
t2B.00
128.59
B t5'34'28" 2030.00 563.61 561.80
NO IES.
1. SURVEYED IN NOV. 1998
2. AREA COMPUTED BY COORDINATE MEIHOO
3. ALL DISTANCES ARE HORIZONTAL.
4. COMBINED GRID FACTOR s 1.60004.
5. F'OR GRID nE SEE MAP FOR LAkE'SIDE k3rA
MEDICAL CENtER DRIVE STREET DEDICATION
(M. B. 37 PC. 220)
LEGEND
C.C.M. CONCRETE CONTROL MONUMENT
I.S. =
IRON SET
E.I.P.
b0S17NG IRON PIPE
R\W
RIGHT of WAY
AC =
ACRE
S.F. =
souARE FEET
M:9.
MAP 900K
PG. =
PACE
rANO W t CHORD Nft
255.07 N 29 48'3t"E
f vlo N 17 43' 2O" E
13.14 N 12.29' 33" E
61.61 N 00 38'084r
63.41 N 08' 38' as" E
283.63 N 20'00'450E
LAkESIDE PARk
F'U1URE DEVELOPMENT
v 6
to' NON -MUNICIPAL
- EASEMENT
LAKESIDE PARK
FUTURE bEVELOpMENT
MILL! k C'RANE
LAKESIDE PARK
M:B. pG.
With AR�13 b(t
Lot )`
M.f3. 3t 06.jt�
� DINA M. ,
/ 4 `
�r
CAMERON r OMPANY
3
�I
I
Lot v
NLUMvdM.AI MEDICAL PARk
. 6 PG. -006
i
I° -
�SCALLrIN FEET'
T" = too
L OCA TI ON ASAP
{,. T NUI IV 5GALE
tX
��,� cANr>=RgURY
CERMICA TE OF ACCURACY AND MAPPING
I CERAFY TNAT TN/S SURVEY RE-CREAtES A S MWWSOV or LAND WI" AN AREA OF
OrY OF WTLMINGION, W WCN NAS AN ORDINANCE T PARCELS OFf LA
�r✓rig
AMAN L. WAYNE MS L-339t
OERITFICATE OE 401STRAMW BY 0001ER OF DEEDS
NORTH CARDLIIA, cm*rY
FDREaa" Low SNOTARY PUBLIC IS
GER1Im tO BE CORRECT: FTL IW 110N S- DAY OF
10 ; A T O' CLOCk _ ; AND DULY RECORDED IN MAP BOOK
PAGE
Br.
WE FOR HOME004111S ASSOC,AMN
BY S" OF DEEDS
NORTH CAROUNA, NEW HANOVER COUNTY
NoWoWe" ASSOC/ABON CONVENANT, CON(NT1tks, AND RESTRI mms
FILED FOR REGNSTRADON ON Int __.._ DAY OF
P
At �AGE (A.11 / P.M) AND DULY RECORDED ICI Otto _--
At
REGISTER of DEEDS
A!1 LOTS DEPICTED ON THIS PLAT MEET OR EXCEED THE MIMUM MAREA AND
DdMENSIONAL R€OUiREMENIS FOR THE ZONING DISTINCT IN WHICH TNEY ARE LOCATED.
Cf:RlzncATE or OWNERSHIP AND DEDICATON
I (WE) NMYY cWtFr THAT I AM (WE ARE) THE 0161"3 OF THE
sHOWN AND bEsCRIBED HEREON AND IHATI (WE) HEREBY ADOPT n
W THE CITY OF WILMINGION, NORTH CAROLINA.
_1111 LAktSIDb ErfAt4't 4. C.
DATE I E
CERTIFICATE OF APPROVAL BY THE CITY OF Okk*GTON SUBDIVISION REVIEW BOARD
IM CITY OF WTLMINGTON SUBDIMION REVIEW BOARD HENEBY APPRows MR R€CORDATION
S D ANAL PLAT
O LA&ME ��NLOTT Y SDIO90) m PRONDEb THAT
-Mff ,
REVIEW OFFICER'S CER nF CATE
SPATE of NORTH CA)?tN.INA
CITY OF MLMINCTON
REV1Ew OFFICER
I' Y INAT INt MAP
OR PLAT To WHICH THIS C€RRFICAMM IS AMXM
MEETS ALL STATUTORY REoUIEME TS FOR RECORDING.
REVIEW OFFICER
DAIS
HANOVER MMN 8ERVICE3, P.A.
LAND SuRVEYORStAVNEERS & LAA10 PLANNERS
310 VIALNUT STREET
N.2601
P WRJMt (�01TON, ) 34J-80f2
246042.0V1GJLV1

MAP OF
PARK
apA WCA. i�l/I MICHAELLA�Esc H /%NrESSI FROM AN
AC
RECORDED A
4 SEAL INDICATED A
000RACY AND MAPP&G
PENCE, C£RIrFY THAT rills PLAT WAS DRAWN UNDER MY SUP£RosloN
I- L`3&TO Q * 1kt OF PRECISION AS CALCULATED IS T: T• THAT THIS
ilkI I/ ACCORDANCE WITH O.S. 41-30 AS NDED. N1rN S M'
LOT T WWEL VE &tiw LICENSE NUMBER AND SEAL 1HIS ,� •,� DAY OF
II 4o
WILMINGTON TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINA """
MICHAEL ,
OWNER: LAKESIDE ESTATES, LLC
5051 NEW CENTRE DRIVE I cY Or I INA LMIN IHIS SURVEY CREATES A SUNCEE THAT
OF I
WILMINGTON, N.C. 28403 CITY OF WIdMINGTON, WHICH HAS AN ORDINANCE THAT REII
1 elk rt
DATE: MAY 2001 wJch
FUTURE DEVELOPMENT
LA,CSIDE ESTATES,LLC
M[`. 35 PG. 9
LOT 12
92315 SQ. FT.
2.119 ACRES
ti
STORMWATER MANAGEMENT
EASEMENT LAKESIDE PARK
POND #2
NOTES:
\
1. SURVEYED IN MAY 2001
\
2. AREA COMPUTED BY COORDINATE METHOD
\
J. ALL DISTANCES ARE HORIZONTAL.
4. COMBINED GRID FACTOR - 1.00004.
5. FOR GRID TIE SEE MAP FOR LAKESIDE ESTATES,
LLC
MEDICAL CENTER DRIVE STREET DEDICATION
(M.B. 37 PG. 220)
6, IRON SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
LEGEND
\
C.C.M. CONCRETE CONTROL MONUMENT
M
I.S. = IRON SEr
016.0
E.I.P. = EXIS17NG IRON PIPE
R\W = RIGHT OF WAY
AC. = ACRE
S.F. = SQUARE FEET
M.B. = MAP BOOK
PC. = PAGE
FUTURE DEVELOPMENT
LAKESIDE ESTATES,LLC
MB. 35 PG. 9
N
✓ro 6O OJ S� S '
0SSOo
e 3,
e,k
�70
FUTURE DEVELOPMENT
LAKESIDE ESTATES,LLC
MB. 35 PG. 9
s
DEED DESCRIPTION
r SURVEYED ARE CLEARLY
I HEREON; THAT THE RATIO
PLAT WAS PREPARED IN
^
ORIGINAL SIGNAIURE,
o
Lr A.D. 2001,
i
LA NCE PLS L-3830
AND WITHIN AN AREA OF
z
)LjIES PARCELS OF LAND.
IE
LOCA RON MAP
;y NOT TO SCALE
N�
a�
aye s¢ CANTERBURY
s
\QAP�yO
a�
u
CERTIFICATE OF R€GISTRATION/DISCLOUSUR€ FOR HOMEOWNERS ASSOCIATION
CowNANr CONDITIONS AND RESTRICTION BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION CONVENANT, CONDITIONS, AND RESTRICTIONS
FILED FOR REGISTRATION ON THE __ DAY r -------------------
AT ------- (A.M. / P.M.) AND DULY RECORDED IN DEED BOOK ------
A r PAGE -------
REGISTER OF DEEDS: ---------------------------
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,
AND OTHER SITES TO PUBLIC OR PRIVATE USE AS NOTED. FUTHER, I (WE)
CERTIFY THE LAND AS SHOWN HEREON IS WITHIN THE PLATTING JURISDITION
OF THE CITY OF WILMINGTON, NORTH CAROLINA
LAltss� F fT L.[.C. _
—
DATE
CERTIFICATE OF APPROVAL BY THE CITY OF WILMINGTON SUBDIOSION REVIEW BOARD
THE CITY OF WILMINGTON SUBDIVISION REVIEW BOARD HEREBY APPROVES FOR RECORDATION
THE FINAL PLAT FOR LAKESIDE ESTATES SUBDIVISION PROVIDED THAT
SAID FINAL PLAT IS RECORD IN NF 6TY (90) DAYS.
D � CHAIRMAN, RENEW BOARD --
ks�yr s � ¢o,
�OT SIf 99
2
C.C.M
FUTURE DEVELOPMENT
LAKESIDE ESTATES,LLC
MB. 35 PG. 9
rwP/
0
C.C.M
CURVE
DELTA NCLE
A I
CHORD LENCTN
CHORD BEARING
C1
14- 34 52
507.80'
N 29' 48 31 E _
C2
28`42 03
9T3,82
N 5tl`28 5 E
C3
08-08 48
1970.00
27& 72
N 49-30 18 E
60, 30' 0 60,
SCALE IN FEET
1 11 60
REVIEW OFFICER'S CERTIFICATE
STATE OF NORTH CAROLINA
CITY OF WILMINGTON
1,1.[ 4. a, •` '� "1 REVIEW OFFICER
OF NEW H NOVER COUNTY, CERTIFY THAT THE MAP
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIEMENTS FOR RECORDING.
REVIEW OFFICER
r
DATE 1.
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA COUNTY
FILED FOR REGISTRATION THIS— DAY OF 2001;
AT O'CLOCK—, AND DULY RECORDED IN MAP BOOK PAGE
BY.•
HANOVER DESIGN SERVICES, P.,
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
���`j�ey�
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
2660PL12 MJI_-01
mod. Cal I v 9

t0
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROUNA, COUNTY
THE FOREGOING CER77RCATE OF NOTARY PUBLIC IS
CERTIFIED TO BE CORRECT. RLED FOR REGISTRATION THIS_ DAY OF
19-; AT O' CLOCK __ , AND DULY RECORDED IN MAP BOOK
PAGE
BY.
CERTIFCATE OF REGISTRATION/DISCLOUSURE FOR HOMEONNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTION BY REGISTER OF DEEDS
NORTH CAR INA NEW NO 7Y
MAP FJ�'3RREVISION FOR
LAKESIDE ESTATES, LLC -\ `°T 16
L12 L13 14 L15\
MEDICAL CENTER DRIVE STREET DEDICATION -� s
WILMINGTON TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINA
OWNER: MUTUAL MANAGEMENT (Tots QRoe o0ro0
DATE' FEBRUARY 1999
1
D DR
LOT 71
\{ GREENFIELD /
LAKE /
NOT TO SCALE
R Oa' s
�ptpr`s
S
9�
CANTERBURY
�S
6 so r�q� P`k'NJ���eyP.A'
HA PER HOMEOWNERS ASSOCIATION caNVENANr CONDITIONS, AND RESTRICTIONS O� y'. y�1 ZL 9ON OCF;O' 05
M.B. 5 PG 33 TATES / LOT 70 I V�
LINE BEARING DISTANCE O QL
FILED FOR REGISTEA 77ON ON THE -__ DAY OF !- 100 S 32' 35' 19' E 23.27 �lv ip'��G p•�. � � /
A ,-__ (A. M. / P.M) AND DULY RECORDED IN DEED BOOK 101 S 63' 39' 19" E 46.51 eta
AT PACE - �O6 aC, / 103 S 35' 44' 47" E 38 02 E 75.73
55.24 F�0•(S
REGISTER OF DEEDS: F, 105 S 37' 02' 32' E $2.60 \• '� N
y�\ 106 5 39' 37' ST E 12.85
F� 107 S 63' 03' 06' E 57.09 LOT \�
r0 108 S 61' 41' 03' E 57.09 ^,q �� 6 7
Q-1 109 N 56' 30' 30" E 75,8
1U9 N 14 30' 16' W 17.31 e y N _ SEC M1B F N MAC MILLS
JQ) 110 5 85' 08' 14' W 17.31 .,� 8
III S 68' 44' 01" W 18.31 ,� PG. BS +
ti \ by y y 0 SC,
OSO o
10
LOT 62
\ d h c ! /F C• REX HAROEE 17 �- 60'•G
pA / CT sky/ Z P4 E.I.P. 2 5#. R/W
6 / v�O C2 /
Q /N N 35' S2' 00" IY O� 0 7 q r _"
yam' yp / 0 N 90.00 FT '. O G 0
�a �0 �pl �.X\ \ ! !R STORMWATER MANAGEMENT n^ N r 54' OS' 00" G� 0
k '� O 00 - \Ol• '� EASEMENT LAKESIDE PARK 82.1 E 238.
?a o; !Jj /\ \ !Or \ \0 POND #2 A I ��M \ \ •8�8,,, FT E.I.P. 1.1�7 I
!\\�\\ \OA\ s 1 S �0`D \m o. / OC.M z
/ I.S. / 0\_ \ \Oii \ \ $i? A ➢ T
L 9\ \ k0 rl y0 <7S 'C yi ' en
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG Nam' 7{d';p, rn Z U.E. / 0 o I a y
1 40' O7' 04' 230.00 160.64 157.40 83.75 N 68' IS 06" E 0 ( k 6"� p
�OLC 2 45' 12' 39" 193.37 152.58 148.66 80.51 N 25' 36' 14' E LINE BEARING DISTANCE tit' \Sim q qq
86 �0� p0 3 52' 43' 22" 225.00 207.04 t 99.81 111.50 S 29' 21' 36" W 112 N 12.08' 47' W 20,43 4� 1 + �/ F )
yPO�y 5 29' 34' 09' 303.00 156.37 154.64 179.97 N 31' �?' 32" E i is N z 36' 37' E 24.0E +'+! s.E \ '
E.I.P. ti 115 N 16' 36' 37" W 30.84 "
6 26' 42' 03" 2000.00 932.03 923.82 474.64 N 50' 26' S8" E + a' ,• I
7 25' 52' 34" 2030.00 916.79 909.02 466.35 N 50' 51' 43" E / 16 N 04. 4S' 43' W 2D.13 N 1 ". �{ 0� cb N
\ 8 25' 49' 42" 1970.00 888,05 880.55 451.70 N 50' S3' 09' E 117 N 02' 52' 02' E 36,00 7t.a A d; , �.
• 1 p 118 N 07' 46' 09" E 33.82 y S --
1K 9 2' IS' 07" 1970.00 78.01 78.00 39.01 N 62' 39' 58" E 119 N 11131' 34" E 39.35 b 6 \SjhO
10 0' 53' 05" 1970,00 30.42 30.42 15.21 N 55' 04' 23" E 120 S 60' 24' 36' E 37.18
_1 11 14' 34' 52' 2000.00 508.97 507.60 255.87 N 29. 48' 31" E 121 5 34• DO' 32' E 30.94
PARKER 'A rn a 12 24' 10' 16" 2030.00 $56.39 850.05 434.66 N 24' 08' 39' E 122 S 48' 50'50* E 28.36 / / A
25 PARKER
pG _ Cnv rn 13 24' 10' 04" 1970.00 830.96 824.82 421.75 N 24' 08' 33" E t 23 S 28' 08' 58' E 28.79 / O� a \,p
1005 c '+ 14 9' 35' 31" 2000.00 334.82 334.43 167.80 N 17' 43' 20" E 125 S 35' 23' 28" E 37.41 / / 0 y w� \G�sy
0 100 YEAR FLOOD LINE 124 S 35. 23' 28" E 24.41 /� dry• 1, \ ,0 0
15 9' 36' 45' 2030.00 340.58 340.18 170.69 N t 6' S1' S4" E 126 5 15' 00' 46" E 46.7e
16 0' 52' 03" 2000,00 30.28 30.28 15.14 N 12' 29' 33" E 127 S 05' 20' 29" E 45.08 / \�' MEDSERV
127 C _ _ _ ~ 17 0' 03' 28" 1970.00 1.99 1.99 0.99 N 12' 05' 15" E 128 S 37• 09' 42' E 41.13 / / / / \ \£/ D.B. 1464 PG.
8 P 0543 ' _ - E.I.P.18 6' 50' 47" 1030.00 123.08 123.01 61.61 N 08' 38' 08" E 129 N 55. 46' 30' E 24.24 / / LOT 1 \ MEDICAL 838
_ 19 6' 50' 47" 1 D60.00 126.66 126.59 63.41 N 08' 38' 08" E 131 S 55' 46' 30' E 24.24 / // /\ ARTS EXT.
20 6'50'47" 1000.00 119.49 119.42 59.82 N 08'38'06"E 132 N 74.21'18"E 37.67
LAKESIDE PARK \ \ LOT 7
'.B. 7278 ` - a~ 40 z 24 27' 47' 20' 200.00 97.00 96.05 49.47 N 40. 31' 25" W 133 N 48' 14' 04' E 55.09 / / / / \ \ N� \ \ M.B. 31 PG
pG 43 _ TP Syr ' W 25 27' 47' 20" 230,00 111.55 110.46 56.90 N 40' 31' 25' W 134 N 46' 37' 3S' E $3.04 315
OS 5 218.72 26 27' 47' 20" 260.00 126.10 124.87 64.32 N 40' 31' 25" W t J5 N 58• n' 01' E 34.73 /
27 0' 54' 25" 1970.00 31.19 31.19 15.59 N 14' 19' 15" E 136 N 80' 00'W* E &II p C.C.M
28 9' 10' 04' 310.00 49.60 49.55 24.85 S 09' 47' 46" W /
29 14' 20' 14" 310.00 77.57 77.37 38.99 S 21' 32' 55" W X
F y 4 S 57' 40"'N 9 30 21' 44' 17' 750.00 56.91 56.57 28.80 S 78' 25' 37' E 0' / / \ h !,`!p \\ \ \ LINE BEARING DISTANCE
e w oti tOS.55 31 43' 33' 48" 280.00 212.89 207.80 111.89 S 26' 59' 38" W / / /G'`9/ \ F \ L1 N OW 50' 27" E 47.66
1i o 32 16' 04' 37" 180.00 50.51 50.34 25.42 S 69' 52' 04" E 1� \ L2 N 21' 45' 13" E 12.50
33 3' 24' 36" 340.00 20.24 20.23 10.12 S 06' 55' 02" IN C.M
/ \ q
\ ", s M / , k�. . �, F W
\ 9,f. L3 N 57' 27' 32' E 22.18
N 49' 16' 26" A
\ ,p L4 N 06' S5' 21 " W 73.83
- 275,00 FT 'S
F /p"5 / L5 N 59 11 54
5 40• N L6 NOS' 10' 15"
N
I54.54 55 76' /J N �� p't L7 12' 30' 47"
y 3 E /J Nk� ' � L8 N 06' 16' 03"
STORMWATER MANAGEMENT �8+/ I I - // / G� C.C. / / ��'� 10 N 01 07' 08"
'_ASEMEPONDLAKESIDE PARK :15 ' I / // /;,C,M �, �Gl LINE BEARWG DISTANCE Lit N 53' 50' 46'
w/ r / / / �G� ��j04
L60 N 0T t 3' 16" E 25.00 L12 N 52' 18' 48"
�' ( I �i o r�.,8v� L61 S 82' 46' 44" E B8.00 L13 N 43' 55' 47'
��
L82 S 0T 13' 16" W 25.00 L74 N 52' S9' 23"
�N 5{•o9•or �$ III
Zo2.62 E
; / L64 N 82' 46' 44" W 166.00 L16 S 0' 20' 22"
/ // / 3 L10 S 06' 07' 08" E 66.6 L18 S 27' 33' 53'
„(), //jj3l4X(V- o>" E 6�x .w Z I �. i/ / G Lt 0 N 06' 07' OB" W 26.85 L18 S 35' 23' 40"
r ti / L37 N 07' 13' 16" E 31.00 L20 S 41' 1 V 55"
wY/ uNry ��� L39 S 82' 46' 44' E 125.00 2t1 S 40' 52' 44•
W/ !� '/ /`• -t ( '' O I _ L40 S 0T 13' 16" W 31.00 L22 N 40' 49; 54"
AL „ / ` / i GP L42 N 0T' 16" E 13500 L24 N 76' 17' 24"
EPµENS L43 N 82' 46' 44" W SO.OD L25 N 46' 30' 09'
CENTER DRIVE L44 N 07' 13' 16" E 112.00 L26 N BB' 46 10"
/ DRI rG � D I � wF�T'1 � � � � � � �. �� LO 02 L8� S 63' 22' 16' W 1 60.00 L45 N 0T 13' 36"
MEDICAL `..CIO _ _ 60' (PUBLIC) RIGHT OF WAY IC, NON -MUNICIPAL IS?, ' �I 11 LAKESIDE PARK L82 S 26' tT aa" F 105.01 L46 S 82' 46' 44"
EASEMENT �/ C _ � L83 N 26' 04' 02" W 0u.Ck L4, "` 4c' 44"
"_--------------L----- _-
C8�70TAL) _► ,� T �. .�.�+� _ l _..+ �►L \ L84 S 63' 22' 16" W 722.00 L48 5 0T 73' 16"
_ -MVIBCiP L86 S 18' 54' 02" E 372.67 L49 N 82' 46' 44"
N� \ L85 N 22' 57' 12' W 478.37 L50 N 07' 13' 16'
C6 �" - _ '- C.C.M - EA°'E1T \ L87 S 27' 33' 17" E 153.72 L51 N 82' 46' 44"
L88 N 43' 51' 33' E 33.72 L59 N 07. 13' 16"
L89 N BO' 32' S3• E 35.57
10' NON MUNICIPAL 69.36 ACRES TOTAL
EASEMENT -0.50 ACRE (OUT -PARCELS) q0 \
68.86 ACRES 9\ LINE BEARING DISTANCE \
-5.50 ACRE (RIGHT OF WAYS) 137 S 26' 37' 44" E 14.08 \^�
q0 ' 1 19 N 6T 28' 55' W 35.22
63.36 ACRES NET 140 N 22' 31' 05' E 60.00 \ 5
\ ` t # .S ' II •0 142 N 67' 28' 55' W 65.00 \ \
143 S 37' 28' Ot" E 44.75
1001)�`I CE 145 S 51 * 17' 30" W 43.28
7 1 / 7? l / 1 e ,,11% 1 ` \ L6q �\ 1 '� �,� r+ �1 147 N 12' 24' 24' E 27.42 \
/ 3 K / rnI 148 N 81' 22' 08" W 61.69 \ \
, `2i AT. 149 N 81' 22' O8" W 35.34 \
4 / 15 /g °F SOU rN l \ I'
161
' I rn 150 S 01 12' 44' W 123.71 \
�CMINCr� l ACH1/yG 1� �\ 151 S 51' 15' 56" W 86,76 \ LOT 8R SECTION ONE
l I8/ N \ 152 N 02' 47' 44" W 23.08 WILMINGTON MEDICAL PARK CERTIFCATE OF ONNERSHIP, DEDICATION, AND JURISDICTION
ETCH r l { I I N 153 N 50' 20' 41 " W 71.85 \
l ?O1 S / l C+y ng 154 S OS' 12' 44' W 2.16 \ M.B. 34 PG. 175 I (8E) HEREBY CERTIFY THAT I AM (WE ARE) THE ONNE'RS OF THE .PROPERTY
/ N.C,G.S. MOH. " McDONALDS° \ / 2T/ / ` -t t I ` 155 S 84' 36' 30" W 52.41 SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
N- 162,380.13 l 22 / l / l ; I I 156 S 02' t 6' 28" E 32.68 \ OF SUBDIVISION WIN MY (OUR) FREE CONSENT, ESTABLISH THE MBVMIUM
�- E=2.322,251.10 UJE.. l / 2`; l ?4 / / l / I I 157 S 88' 46' 10" E 13.36 \ BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS,
(N.A.D. 1983) �/'<` / 23/ / / I 158 N 05' 12' 44" E 36.73 \ AND OTHER SITES 70 PUBLIC OR PRIVATE USE AS NOTED, FUTHER, I (WE)
159 N 84' 36' 30" E 49.19 CERTIFY THE LAND AS SHORN HEREON IS WITHIN THE PLATTING JJRISDITTON
/ l / 160 N 03' 52' 19' W 50.02 \ OF THE CITY OF WILMINGTON, NORTH CAROLINA
?B / ?g / ' / / S 63 ?2 I .C.M I 162 S 05' 12' 44' W 50.87 \\ NOTES:
l37 163 N 05' 12' 44' E 21.60 SAT rEr A_L• L•�. _
ct �p 16a S 35' S2' 35' E 1.27 1. SURVEYED IN JANUARY 1994 THRU JANUARY 1999..
\ / 3? / / 74 (ti e
/ `33 12•?7 . I(Ni, t65 5 77. 12' 00' E 106.07 •j" A
f / 166 S IS' 48' 00" W 106.07 -- •ems
N.C.G.S. MON. " AUTO" l / / (TOTAL ) 167 S 26' 12' 00" E 75.00 2. AREA COMPUTED BY D.M.D. DATE SIGNATURE
`3Sg N-162,468.95 \ 1 / l ) N 168 S 63' 48' 01 W 75.00
/ ? / / 169 S 63' 48' 00' W 75.00 3. ALL DISTANCES ARE HORIZONTAL.
3S E=2.323,607.53 3 / / / w
�p E-2,3. 1983) / 4 / 5 C.C. pC+ 170 N 26' 12' 00' W 75.00
CERTIFICATE OF ACCURAC" AND MAPPING / / 171 N 54' 00' 00' E 14.71 4. COMBINED GRID FACTOR = 1.00004.
6 / 7 / / � / co 172 N 54' OB' 00' E 34.20 CERTIFICATE OF APPROVAL BY THE CITY OF WILMINGTON SUBDIVISION REVIEW BOARD
1, MICHAEL J. LAWRENCE, CER77FY THAT THIS PLAT WAS DRANK UNI#R MY SUPERVISION / / ti / Lam- 173 N 05' 12' 44' E 44.32 5. 69.33 TOTAL ACRES.
PSHa"°L RECORDEDFROM AN AAS NOIEDCTUAL RHEREOV),'VEY ETHA1' TH£ BOUNDARIEER MY S NOT SURVEYED ARE CLEARLY l \ DEED DESCROPTION/ 6 / 9 / W C, „CL�fNGT In OLD IRON THE FINAL PLTHE CITY OF AT LLAAKESSIDEDIVISION ESTATESEVIEW BOARD SUBDIVISION PROVIDED THAT
FOR RECORDATION
iE3S/ ♦ INDICATED AS DRANK FROM INFORMATION FOUND AS NOTED HEREON: THAT THE RATIO / `O �i BCpC O/y P S 63, 6. THE PURPOSE OF THIS PLAT IS TO SHOW RIGHT OF WAYS, EASEMENTS SAID FINAL PLAT IS RECORDED WITHIN NINETY (90) GAYS.
OF PRECISION AS CALCULA IED IS 1: 2-0, O0b, THAT WS PLAT WAS PREPARED IN u� �\ a l T3K 10 �. LAL`E- ?? 16 n�? AND TO ADD A 10' NON -MUNICIPAL EASEMENT ALONG THE
� SEAL ACCORDANCE Nf1H GS 4%-30 AS AMENDED. N!'/NE$S RIY ORIGINAL CNA7URE, / q IA�r / / 14 SO co
REVIEW OFFICER'S CERTIFICATE 43830 '*' REGISTRATION NUMBER AA'D SEAL 7HIS„LL-DAY OF E A.D.I19da -[�� C 1 P Sou
A/pTM 44p07 N RIGHT OF WAYS AS SHOWN. DATE ,
STATE NORTH
1 CAROLINA .�,�GTONBuM�yQe/! = 1� „�,,,� \ sETNAq l / 16 / 7 `M�GT�' E/V rS / / wg OLD IRON 7. OUTPARCELS AS SHOWN WITH BROKEN LINES ARE COMPUTED ONLY.
CITY OF MICHAEL J. LMWRENCE PLS L-3830 / B / 1g 1TS l / / r1 8. RIGHT-OF-WAY OF LAKE SHORE DRIVE ESTABLISHED BY EXISTING PAVEMENT ALIGNMENT.
RFffW OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP -'�N4eee LEGEND \ l l 20 /21 / l / l \lam 9. ENCROACHMENTS EXIST AS SHOWN. �,�y,/� SERVICES,
�'�+ P.A.
OR PLAT TO NHICH THIS CERTIflCATION IS AFFIXED /CERTIFY ITfAr n{fS SURVEY RE-CR£A1ES A SUBDIVISION OF LAND NTIHIN AN AREA OF C.C.M. = CONCRETE CONSET TROL MONUMENT \ l / 22 / l / l � HANOVER �" `��GS+ A
MEETS ALL STA77JTCRY REOUIEMENTS FOR RECORDING. CITY OF WILMINGTON, NNGH HAS AN ORDINANCE THAT REGULAIE PARCELS OF LAND. 23 / / T 10. FOR REFERENCE SEE MAP OF LAKESIDE ESTATES MB. 37 PG. 220.. 10 100
I.S.E0IIS77NG IRON PIPE \\ l l ?4 /2S l l / l /� LAND SURkFYORS£NGIN££RS & LAND PLANNERS
E.I.P. /
REVIEW OFFICER R\W = RIGHT OF WAY / 26 /
/ 11. MILLS AND CRANE PARCEL SOLD IN MAY OF 1996.
MICHAEL J. LAMII PLS C-3630 AC.
DATE S.F. = 3gEAR£ FEET \\ l ?7 l?6 / l SCALE /N FEET
ST SITE 7WANGL£ (10 X 70) \ \ l 129 / 311A41NGTALNUT N.C.TTREEz
U.a40t
E. UTILITY EASEMENT
\ / / •• c 100 PHONE: [phone]
2660REVP MJL-99
13.05
31.59
44.5E
28.46
55.78
/ 26.68
34.80
39.76
42.38
66.56
22.08
117.87
51.25
50.79
36.07
35.99
65.57
58.78
41.37
36.65
37.10
154.84
61.11
125.00
50.00
125.00
125.00
125.00
125.00
50.00
125.00
'
Z9__� C► LL-r, D P PkG

•
FINAL PLAT
LOT 4194 W MAND5
and LOT 11 � �o�' s AREA
LOCATIONAW
( NOT TO SCALE )
s R)� Diet* J
LAKESIDE PARK Cho ,s�3�� , . �9�-- 100 YEAR FLOOD LINE �'a / b >> �iF �A O
1 TAKEN FROM NEW HANOVER CO. V /t S Y *c'• ? `�� ''
J, 11k CANTERBURY
CITY OF WILMINGTON �b�, \ / TOPOGRAPHIC MAP. yd ?d ir �t�°a? �"1P4 � �s V•
/ ELEV. f0 FT. M.S.L. �� t� +(E'*?. J� E.
LMINGTON 7o FIRM , 370171/0010l8 Qt er L�.
WILMINGTON TOWNSHIP w 8' 41211966 'V �'' ti
NEW HANOVER COUNTY � 's xr�� 'g'•F o a r>g ��.
NORTH CAROLINA 4S4s
--_ ?
U.
OWNER: MIKE NADEAU!" ?e �
t1 h> >SS• S d'N��ci#FUTURE DEVELOPMENT(CREATIVE PROPERTIES) �, �. I Cr
PO BOX 5`E Q V �� � � y Q� PA�� � \ low�' LAKESIDE ESTATES, LLC
HAMPSTEAD, NC 28443 �� osyo�J.s �A :s �,sgti \<0\\ ,\°s Me. 35 Pa. 9
DATE: APRIL 14, 2003 �V\ yi394v \ �ZfN J \ F!A 1n CERTIFICATE OF APPROVAL BY THE CITY OF
��. �� \ <'© �� \ WILMINGTON SUBDIVISION REVIEW BOARD
\ fi� (S3 THE CITY OF WILMINGTON, SUBDIVISION REVIEW BOARD, HEREBY APPROVES FOR
` � \ y. RECORDA77ON THE FINAL PLAT FOR LOTS 7 & 11 OF LAKESIDE PARK SUBDIVISION
,1, SAW., �tJ>, \ �`` '� PROWED THAT SAID FINAL PLAT IS RECORDED WITHIN NINETY (90) DAYS.
41, � DATE CHAIRMAN, SUBDIVISION REVIEW BOARD
psi �?'�'� Iro"
X�?S c" �yh0 46 /
\L33 LJ2 L JT ( `o H CERTIFICATE OF ACCURACY AND MAPPING
�3g /L3410\ U30 ES N 1, JOHN H. JERNIGAN, CERIIFY THAT IRIS PLAT WAS DRAWN UNDER MY SUPERVISION
TALI FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
a L. 7 AS NOTED HEREON); IHAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICAIED
/ t AS DRAWN FROM INFORMATION FOUND AS N01ED HEREON; THAT THE RA770 OF PRECISION
PATRICK LEE SMITH 1'36� 11 / �j AS CALCULATED IS 1: 20,ODO+; IHAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
S �' \ / V f1.91D ACRES 8yG.S. 47-30 A5 AM DED. Wl S MY ORIGINAL S TURE, LICENSE NUMBER
D.B. 1204 PAGE 1548 w a.
�OUq (?) � - 0.502 ACRES h,�rt d�. AND SEAL 1HI5�DAY OF 2003 A.b
?�. J 11.406 ACRES
4NIGAN L-3 '9
cn /
- - - - - - - - - - - �_-- - .q L44 L43 I CERTFY THAT THIS SURVEY CREAIES A SUBDIVISION OF LAND IN THE CITY OF
Y? / L43 / I.S.
S IOLAIINGTO14 THAT HAS AN ORDINACE THAT REGU TES PARCELS LAND.
.i / r• 7t 0
��• (7���, ��? � /� � w � H. JERNI PL5 382�• 3
w !l
CERTIFICATE OF REGISTRAIION BY REGISTER OF DEEDS
L.W. CARROLL 2 1.37 L38 ! $ �S Ep I,y NORTH CAROLINA , NEW HANOVER COUNTY
D.B. 684 PG. 86
LNv �ryi A� �0 FILED FOR REGISTRAPON THIS -DAY OF 2003,
#• < m /�� A T O CLOCK AND DULY RECORDED IN MAP BOOK _PAGE_
"a
L54 L50 �`'� L20 09 L18
<S3 L51 /`�, STATE OF NORTH CAROLINA
.v COUNTY OF NEW HANOVER
/ 5 1. REVIEW OFFICER OF NEW HANOVER COUNTY, CERTIFY
/ $ w��3 THAT IHE MAP OR PLAT TO WHICH THIS CERTIFICA710N 15 AFFIXED
6 f
MATHEW PARKER �`� MEETS All STATUTORY REQUIREMENTS FOR RECORDING.
D..B. 1325 PG. 1005
I.S. If / DATE REREW OFFRCER
- - - - - - E.I.P. 57 A0� W Z 1 CERTIFICATE OF OWNERSHIP AND DEDICATION:
I (WE) HEREBY CERIIFY THAT 1 AM (WE ARE) THE OWNERS OF THE PROPERTY
JIMMY PRIDGEN S 218,72 °r° SHOWN AND DESCRIBED HEREON AND INAT I (W£) HEREBY ADOPT THIS PLAN
D.B. 1218 PG. 0543 / OF SUBDfWSION WITH MY (OUR) FREE CONSENT, ESTABLISH MINIMUM SETBACK
STDRMWATER MANAGEMENT LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND 07HER SITE'S TO
EASEMENT LAKESIDE PARK / PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I (WE CERTIFY 1HE
- - - - - - I S POND #2 LAND A5 SHOWN HEREON IS WITHIN THE PLATTING )RIOICIION OF THE CITY
OF WILMINGTON, NOTH CAROLINA.
JIMMY PRIDGEN
1400 E t.5. fAK/s.a40 Ltris l•l,
D.B. 1278 PG. 0543 37"9
N 05"35'07.JT LS. N 105,55 / f o3 > _ W M
OLD S 531m,160 W l P. S 5508'37 W S 551DBf6" W / DATE � A RE/ aKiyAEt d. TVA bFAt4,A4'A*k#
STONE EI'P' 238.61' 132.85' 31.54 '31.54` I,S
CER77FICATE OF DISCLOSURE: CITY OF WILMINGTON FLOODPLAIN MANAGEMENT
LEGEND I Z Z I (WE) CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE
LAKESIDE ESTATES, LLC WITH A PROSPECTIVE BUYER, 1 (WE) SHALL PREPARE AND SIGN, AND THE BUYER
C.C.M. CONCRETE CON717oC MONUMENT MB. 35 PG. 9 / OF THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN A STATEMENT W41CH
I.S. IRON CRT
' C.C.M. FULLY AND ACCURATELY DISCLOSES THAT THE BUYER MAY HAVE RESPONSIBILITY
E.I.P. EXISRBG IRON PIPE 10 NON -MUNICIPAL
R\W RIGHT )F WAY ' Q, \ EASEMENT K1 OBTAIN A DEVELOPMENT PERMIT (MINOR OR MAJOR) AND THE AGENCY TO
AC ACRE �1 WHICH AN APPLICATION MUST 8E FILED IN ORDER TO OBTAIN SAID PERMIT PRIOR
S.F = SQUARE FEET 14• z d. / TO ANY UNDERTAKING OR ACI1V17Y SUBJECT TO THE REQUIREMENTS OF THE
ST SIIE TRIANGLE 70 X 70) NORTH CAROLINA COASTAL AREA NAVA EMEENT A
U.E. = U77LITY EASEMENT G�(.AKplrO� CsA.yA'L-�•
LINE
BEARING
DISTANCE
Li
42` 510 E
13.65
L2
S 00'33 44 W
41.
L3
S 2434 58 W
19.48
L4
S 19' 2 40 W
24. 20
L5
S 1.39 24 E
.48
L6
S 7'351 03 E
.07
L7
S 46'S074 E
35.2
L
N 78'1019 E
26.99
L9
71'5t 25 E
38.4
L70
38'17 21 E
30.04
Lt 1
S 18.36 25 W
3 .24
U;2
$ 3' 11 12 E
58.25
L7
5 21-1628 E
31.82
L1
5 0'40 24 E
21.82
L7
S 42'23 06 E
24. 6
16
S 48'4720 E
17.90
L77
$ 3'25 42 W
11:85
Lt
S 50'0616 W
25.46
L19
S 45-26 56 W
23 61
L24
$ 48'3212 W
28.96
L21
N 74.51 31 W
18.59
L22
N 631 09 W
1 A7
L23
N 'a;! 418
14.91
L24
N 612T01 W
20.26
L25
N 4699'38 W
53.44
L 6
30'OB'07 W
55.74
_L27
S 75'S8'S9" W
31.99
L 8
N 52'31 32 W
19.76
L29
N 053311 W
• 4
L30
N 32'251
3 .
L 1
S 68'21 34 W
21.5
02
S 62'35 W
1
L 3
S Kv 16 W
.t
L34
S 39'1711 W
2 .88.
05
S 29102 W
4 ,76
L30
$ 23 22 33 W
22,14
L37
N 5 2211
1.68
L38
N 44 26 21
17.25
L39
N 7G t71
7.7
L40
N 31
741
N 6S'OB 54
17.1
L4
-a--7 0- W
L43
N 3 TDO
57.05,
L44
N Bi'4821
4,
L45
N 84'47 28
1 :9
L46
S 37'37 47. E
38.52
L47
S 62'40'-45 E
14.
L48
170 E
2 .19
L49
S 08.5 t E
51.
L50
W
23.91
L51
S 37'12 52 W
36.09
L52
S 29'5016 W
6.34
L 3
S 79'S4 26 W
.1
L 4
S 44139,03 W
17.89
CURVE
RADIUS
I TANGENt
CHORD LENGTH
I CHORD BEARING
Cl
2 0j0_0'�y
8ii5'
157,46
N 68YJ06 E
C2
19 `W
s .'
lWa
N 25`36 14 E
C3
3 00,n'
25 , 7
50460
N 29'48 31 E
C
9 0.00
128.72
S8•' 9
N 4142 38 E
%% �j'� yr 6 / l
I.S. fi+�✓ ri f �p� DA E IGNA /
LOT 12 56285.39 SO. FT
M.B. 41 PG. 81 1.292 ACRES
�� ,.
n
N +� Copyright O, Hanover Design Services, P.A., All rights reserved. Reproduction or use
C /
of the contents of this document, or additions or deletions to this document, In
Lu whole or part, without written consent of the land surveyor, is prohibited.
NOTES: Only copies from the original of this document, marked with an ortglnal signature and
60 i0 0 60 p \ ..ol / 1. SURVEYED IN APRIL OF 2003. original seal of the surveyor shall be considered to be valid and true copies.
10' NON -MUNICIPAL. s',�: / 2. AREA COMPUTED BY COORDINATE METHOD
EASEMENT �/� i
SCALE IN FEET HOVER DESIGN` SERVICES P.A.
3 ALL DISTANCES ARE HORIZONTAL. �
.- C.C.M. - 4. COMBINED GRID FACTOR s .00
LAND SURVEYORS ENGINEERS LAND PLANNERS
i 1004.
1. 60 Y 5: FOR GRID TIE AND FOR REFERENCE SEE MAP FOR LAKESIDE ESTATES, LLC 319 WALNUT STREET
EIP 1Lµi Of WP MEDICAL CENTER DRIVE STREET DEDICA77ON WILMINGTON, N.C. 28401
041C) (M.B. 37 PG. 220)
60 �Vo 6: IRON SET AT ALL CORNERS UNLESS NOTED 01HERWTSE. PHONE: [phone]
O T 7. ALL LOTS DIPICTED ON THIS PLAT MEET OR EXCEED THE MINIMUM AREA FAX. [phone]
AND DIMENSIONAL REQUIREMENTS OF THE ZONING DISTRICT IN WHICH LOCATED.
( �I B. WETLANDS SURVEYED IN JANUARY OF 1995.
J-- � 2660-7 . WO JJ-03
Ina 413

PLAT OF
LAKESIDE PARK
LOTs
OWNER: LAKESIDE ESTATES, L.L.0
P.O. BOX 56
HAMPSTEAD, N.C. 28443
G
��,2LI N.
IROPN 22
pot -Io
7,64-59, 21
/
5g 55L
`�r
CITY OF WILMINGTON
N p2,
2g
WILMINGTON TOWNSHIP
\
/
,
19
NEW HANOVER COUNTY
/
NORTH CAROLINA
\\
/
$
18
DATE: AUGUST 2003
�9
A
V
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
15
CER77FICATE OF OWNERSHIP AND DEDICATION:
NORTH CAROLINA , NEW HANOVER COUNTY
$ 1
N
1 (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS OF THE PROPERTY
FILED FOR REGISTRATION THIS DAY OF
2003;
;
6927713 SO. FT.
1.59 ACRES
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
AT O' CLOCK AND DULY RECORDED IN
MAP BOOK PAGE
WETLANDS AREA (4-2003) 14 ram
OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH MINIMUM SETBACK
13
LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES TO
BY.
PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I (WE)CERTIFY THE
$
LAND AS SHOWN HEREON IS WITHIN THE PLATTING JURIDIC77ON OF THE CITY
N
OF WILMINGTON, NOTH CAROLINA.
12
STATE OF NORTH CAROLINA
�»
LAKESIDE ESTATES, L.L.C.
COUNTY OF NEW HANOVER
l REVIEW OFFICER OF NEW HANOVER COUNTY,
CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION
IS AFFIXED
SIGNATURE
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
$
4.2 G1 it 414
DATE
$ 10
gl
DATE REVIEW OFFICER
CERTIFICATE OF DISCLOSURE. • NORTH CAROLINA COASTAL AREA MANAGEMENT ACT (CAMA)
1 2_
I (WE) CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE
C33
WITH A PROSPECTIVE BUYER, 1 (WE) SHALL PREPARE AND SIGN, AND THE BUYER
3
OF THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN A STATEMENT WHICH
THE BUYER MAY HAVE RESPONSIBILITY
Y'/ 6 L28 7u
L27s,`
CURVE
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
TANGENT
FULLY AND ACCURATELY DISCLOSES THAT
DEVELOPMENT PERMIT (MINOR OR MAJOR) AND THE AGENCY TO
Cf
N 29'21'36
E
1-1.4
20704
1113,
4 C3p 5 L2g
TO OBTAIN A
WHICH AN APPLICATION MUST BE FILED IN ORDER TO OBTAIN SAID PERMIT PRIOR
G2
303.00'
303.00
N 50'S0 56
E
51.47
5t.53'
25.83'
C3
1000.001
N 08'38'08
E
f19.2'
119.49'
S282
TO ANY UNDERTAKING OR ACTIVITY SUBJECT TO THE REQUIREMENTS OF THE
1970.00
N 24'D8'33
E
824.6-
s3o.s6
42t.75
NORTH CAROLINA COASTAL AREA MANAGEMENT ACT.
5-
5
2000.00
N 29' 48 3,
E
50760
508.97
255.87
C6
2000.00
N 17' 43' 20
E
334.43
334.82
167.80
LAKESIDE ESTATES, L.L.C.
i C7
2000.00'
N 12'29 33
E
30.28
30.28' _
11.
C8
1030.00
N 08' 38 08'
E
123.01 '
123, 08
61.61
1
DATE S'I UNA I UKL
NOTES.
1. SURVEYED APRIL THRU AUGUST OF 2003.
2. AREA COMPUTED BY COORDINATE METHOD
J. ALL DISTANCES ARE HORIZONTAL.
4. COMBINED GRID FACTOR = 1.00004.
5. FOR GRID TIE AND FOR REFERENCE SEE MAP FOR LAKESIDE ESTATES, LLC
MEDICAL CENTER DRIVE STREET DEDICATION
(M.B. 37 PG. 220)
6. IRON SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
7. ALL LOTS DEPICTED ON THIS PLAT MEET OR EXCEED THE MINIMUM AREA
AND DIMENSIONAL REQUIREMENTS OF THE ZONING DISTRICT IN WHICH LOCATED.
8. WETLANDS SURVEYED IN APRIL OF 2003.
9. TOTAL AREA 11.713 ACRES.
10. LOT 8, LAKESIDE PARK, IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.
/
LEGEND
C.C.M. = CONCRETE CONTROL MONUMENT
I.S. = IRON SET
BEARING
DISTANCE
S 33- 29 14'
38.41'
S 30,53 08
41.45S
53' 41' 18"
27.76S
P
42'3348
31.30N
7T 15 23
51.37'
N 78- 51 09
4051
S 69' 36' 20'
33.78
L8
I S 47' 26' 42"
28.43'
L9
S 46' 06' 44
38.66
LID
I S 64'37 40
21.32
N 23' 46' 33" E 573. 48'
LOT 7 LAKESIDE PARK
M.B. 43 PG. 398
$
W
U)
LINE
BEARING
DISTANCE
Lll
N
50'10 16
9.32
L12
S
25' 13 06
24.42'
L13
N
25'13 06 E
2.27
L14
N
84- 45' 56 E
48.81
L15
N
81.15 53 E
23.74
L16
S
41.47'34 E
15.74
L17
I S
44' 14' 43 E
37.01'
L18
I N
71-24 38 E
43.63'
L19
S
48' 21 07 E
18.25
L20
S
77.54' 36" E
34.91'
L21
N
80' 04 24 E
12.32
L22
S
78'41'44" E
32.40'
L 23
S
75- 48' 01 0
42.78'
L24
N
35' 08 37 E
46.27
L25
N
76' 16' 43 El
41.23'
L26
S
70' 10' 52 El
31, 72'
L27
S 28' 30 19
30.46
0-8
S
15- 06 22
26.39
L29
S
07' 44' 09m W
43.67
L30
S
36. 14' 64"
28.86
731
S
57' 26 14
37.32
L32
S 87' 42 07
24.49
L33
S
43- 51 56
4.98
L34
S
43'51 56
7.94
1-35
S 2T 32 57 E
26.46
LOCA77ONMAP
( NOT TO SCALE )
CERTIFICATE OF APPROVAL BY THE CITY OF
WILMINGTON SUBDIVISION REVIEW BOARD
THE CITY OF WILMINGTON, SUBDIVISION REVIEW BOARD, HEREBY APPROVES FOR
RECORDATION THE FINAL PLAT FOR LOTS 8 OF LAKESIDE PARK SUBDIVISION
PROVOED THAT SAID FINAL PLAT IS RECORDED WITHIN NINETY (90) DAYS.
DATE CHAIRMAN, SUBDIVISION REVIEW BOARD
I
CERTIFICATE OF ACCURACY AND MAPPING
1, MICHAEL J. LAWRENCE, CER77FY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIP77ON RECORDED
AS N07ED 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: 20,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS A NDED. WI ESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
AND SEAL THIS DAY 0 2003 A.D.
MICHAEL J. LA r
ENCE PLS L-3830
u._
I CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND IN THE CITY OF
WILMINGTON THAT HAS AN ORDINACE THAT REGULATE E OF LAND.
MICHAEL J. LA WFENCE PLS L-3830
i
' / 6
1 ( I �l
I
� t
E.I.P. = EXIS77NG IRON PIPE
F \
R\W = RIGHT OF WAY
AC. = ACRE
S.F. = SQUARE FEET kZ
ST = S17E TRIANGLE (10 X 70)
U.E. = U77LITY EASEMENT /
LOT 8 vv v
'��,� - v
o ! 510229.48 SO. FT.
/ 11.713 ACRES ry^ \ \ \
/ram) / / �ry
9I 10 NON' W" 1g1 g8 �¢•�W \
�'¢¢" p5.
S p�' 12 �� S I �A
I - I
C3 .ems \ I
C.C.M. \
24„ W \ I
�
S t2 0 8 G
"C.C.M.'
70' NON-MUNlCIPgL W 11 13' \
I
EAseMeNr - \ I
C. C.M. _ - -
- - - - S 1�i-2¢„
�-_' RIVE
--
_ c.c.M. c7 C.C.M.c.c.M. 60, p�BUC R\
C4 _ R D HANOVER DESIGN SERVICES, P.A.
-_ L GE' YE LAND SURVEYORS ENGINEERS LAND PLANNERS
- C.C.M. - 6 MEDIC g. 3�1 PG Z 50' 25' 0 50' 319 WALNUT STREET
(M WILMINGTON, N.C. 28401
1 SCALE IN FEET PONE: �910) 343-9941
/ 1 1.
= 50 FT (((���
1 10405PLA T. JWIKN W
1
"SS
R6,
30,
F
6�R
4A !3E:0 r L•399
9
lydo s�au
� ,..„.•
,ELJ.LP
I Y u �! ��li�

,..__._e-. ,_ ,.�..,_ -. _ , _�� . -.,_.- _ " I
_ ' #�`'�
_ y �, ,� �'., /
1 r t ! � e rp r. i '" /y' I 1
,
j
I
c."fl\
S %�i\\°l - ,'>FI `' %c r6�C'ttZah'nA1_,4 1 - Il '� 1' Ip,-�1�
r JR 12E _ _,1JE - ,:;8 2 PAS 4 & ra I`) 1\\
1 4/1,I, j \ ;n ,I r � .,'J+. 404 P 7LANDS Li \ \\
\✓ \ \ 4. AREAS COWPU7EC EY. COORDINATE METHOD.
5. THiS MAP IS NOT, FOP PECCRDATION, l II! I � �`
RBLFY i? CA � i �\ \
G'ONVEYF:NCv, 0 SALES ;
'; iI' \\
c r ��
7;\� 6. -0'r217ALL- �l?E AREA 69.8 ACRES. \ II i�,\
a P. E Fa i l' .�. 1',\\\\ ,
1\ C\��\.
,1 (I \ ..\
, T „ n v Z. l � I lj' 1 ' II � (�� �; �1v,\�' !)
lL
ri'A?cR frll/;Li,Y r' N� S- UiLT. 1 ul f , A11
I N l 1 I\JI I
LA K, E-4 SIDA I PA 1?4 K / ,��-
/ y \ \\ Y!1.. \ l
C. T 1 v� 'j �'
LOCATED IN TrlE CITY OF rWLUINGTON /11 �,
PR! ML^lCTCN TOAY;JSHi? lr �''e',a+ , i
it �� /
tiC'vY i4N0U R COUNT}; NOR711 CAP,OLWA� ���
67590 SF `\ �� -1 Ji/
li r;iFrrd_5,?; LAKESIDE ESTATES, L.L.C. L549 Ac \� �� �/1'
RO BOX 1213 1 �i/
N, NC 2&�� ,
/ IJ) '2710-5i00 1 IF
4 > ' l vE o.2
11
A M' r F, AN - I �,. 3E I
404 W,"I_ (LANDS
La
42890 SF
0.935 Ac
y „ , , _ .. , C , f
•',
r N
a ••a
, ,, 7
f i. l,ii rr, osures to be inspected Weekly and after Cn1/ ral i`Cl!
'
I b I
ever` and neeJed repairs made immedicta!y.
Pj
' `�
f
0
2. _>eC.r .rt BOSin 10 be Clear^d OU: Wi',eri tr ie-n, Of 5 ..'rnenl
/�i
i_
, .'
n ',
oo .,i
reaches 5.6' b'elow water £l.rfr,c . Riser S' ICtt, ^ {o b , clecned
0.
I \ �
9 i
EMBAN"' `I1T TOP= 15.1
G if enCess water above design surface no longer drains
-
o:
�z,l100
_Y�i1C WSEL= 146 EMERGENCY SP'UWAY EL = 139
p rOf/eri y.
r n
V
i -,
I
W _�
10-YEAR WSEL= 13.8
1 3, Ai s tided areas shall be fertCizcd, mulched, and re -seeded
WEVR CUT ELEVATION = 11.5
as-.e,.e,Ssary, acCord;ng t0 Sp eCiflcations provided, to
J a..
c'!j
-
24" RCP
SHELF
I ...,-'. ,,,.. ,.,�.,t ,.,,r.- .,.,. _..
maintain a suitable vegetctive cover. �:.� t — '-'- 34 LF NORM
��{In I_
EGETA-'.VE PLAN - < I
7 ---� ' t
1. Permnnerrt ve =tat'on to be e`ab!Ished in oc ordarce with \
'North Carat ma Ero. 'art ar.d `;.di Went Ccntrc, "lnrr;r,9 and .-1 �
Design Manual', Section Iatest ver- rn,
POND Xn.2
! / NOT dC SCALE ON I
"
. /
4 Ii m
p -------- -- i
f
^ �,
Ii ti
11";
of..
' 1 `
1 i
I "
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a
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7 ._. _...
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, , , _-__ ! 1 i 5
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T
,.,;. \
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:'� !.
3 I i s �— - {{ a, r,
<� as
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t., . 4
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; � I,. I I. ,�� //
/ /,I I���/ �,
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i ,\ ",,, ro /!,/ "i,� . I � i V , ", ,a,r � , i, " I � r
\ / y`" f, /
,r :/./ /- g1t r- i
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t/ - d"
l
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6 \ ` 1
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���\ 1\ V A ( i t ,� �!. k
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+\ t \ t
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\ 0 2" �%
\ \ t, : I; 3\ a\
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177
' I I
BOTTOM EL= 2.4
t
10/�'11/ �-
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l
, /wa 4 1 � "
r
S 14 J..-I - A f, ��
, I , { 1M7 /
I'.
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4�11
,I' _ ^� a tnn��� " �P� yh
-__ �/` Pep","n- `-�, /
_a , g �' ��p��� I
�i t /
4r 11 14
! p 1, i i 0l,D !RO,N
I ^� 'f I i, LNE MARI,E -\ /
,�l!l;
i'{?:
"11iii""I
I I Z
Q
0-
.IV 0
II I, 11 -
lI I i' ,-- I
\l
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11,tid1
,fit 114 I a
k!A
11 I
f
, i I
/� ADDITIONAL COMPUTATIONS FOR STATE DENR -
Impervlous calculations,
j�.7gl7yy/
S FOND NO. 2 -
rl A. Streets 2. 93 acres
R. Lots
t 85% 18. 08 acres
Total 21. 01 acres
C. 21. 01 / 24. 2 = 0. 869, use 87%
D. At 7.5' depth, 90% TSS removal
SA required = 0,76 acre
SA provided = 0.83 acre
E, Volume required = 77,030 cf
Volume prov I dad - @ EL= 11.5 = 87,760 cf
F, Drae•down time -
4' PVC A = 0. 873 sf
C=0.6
Q at CA(2gh)-1/2 Q = 0. 297 cfs
T = 293,500 sec.
= 3.4 days
ADDITIONAL CCl;PLTAT`O'dS FUR S`AT.T ^_ENR -
Impervlous ca lcu tatlonsl
POND N0..,1 -
n
C ,gyres
A. ..Creels c. 65 ,.,_
E. Lots @ 85% 17.21 acres
Total 19,06 acres
C. 19. 9 / 22, 9 = 0. 869, use 87%
D. At 7. 5' depth, 907 TSS removal
SA required = 0.72 acre
SA provided = 0.83 acre
E. Vnlum. r_qu',ed = 72,970 cP
Ve lumr provided - 2 ZL= 11.5 = 77,P_25 cf
r. Drawdoa'n t'me -
4'PVC A = 0. 673 sf
C=0.6
Q = CA(2gh-1/2 Q = 0.297 cfs
T = 2(O, OOQ sec.
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STAl- STORAGE WSEL= 11,5 \ — -
_ - r i ' i' 4+r
' -- i - ^C _ .
, .-
1. Impery l ovs area ( permitted) 20. 0 acres . F- � -
2. Normal pool surface area 1,379 acres _ _ _ ' _ -
3. Normal pool Surface Elevation 10' C MSL -�
4' Pond depth (deepest point) 7.6 feet - " - - - . I ' : `
5. Bottom elevntion (deepest) 2.4 MSL
6. ❑rifice elevation 10.0 MSL - , _
7' Weir elevation (State storage) 1t.5 MSL " ''" '- ' " •
B. State storage volume 2. C15 acre-f,, ;
9. 6' shelf Yes n ;' ..- -
10. 10' access Yes -
11. Fe^okays Yes
12. ❑ut let c levat r on I 10. 0 M,SL -
13' or Imary Sp Iiw,ay e'e/a, Iall 1 9 M'L
14. Emergency Spillway e(cvc+',r•n 1/ 2 MSL I - '
'5. Enbarkrent e`eva 'c1 lu 2 MSL- -
16' Side slopes (t plcal) 2 8, 1 to 5, 1 _ ,
17, Orifice s!ze 4 PVC
18, Ne!r cu-: ler.9th 0 feet -
i?' 10-Year Q.oua) 421 cr5 _... ,
S
20, 10-year W�.EL 1 3. F ham_ ;
-._.!/` -
AS -"JILT StYMMAR' r p522 p i/- a
z Er. AS-D!ILT
1. `riper/!u.u,. :r !p -! ..ed) 19 9 acres ', /f �\
1 2. Normal pco i s r rac a 1 378 ac-es / "' '- ' v-
3, !lcrnal cocl $ r c„ r,. -!Ca iC, 0 tASL / �. / / _ .... '
4. Pond depth (cerr)o_:; p;.r•t) 7.6 feet ��'�/ / //'.
5. D-,ttom eley'r,-!o. (g1,t,,cea-t) 2.4 MSL .. / ,:;,^ � ...._
ram-. / / '/ / A .- r
6' Or!flce clevv" n '0.0 MSL % / %,,:/ 9,- / / , t ., -
7. 6'elr elevai;a (St-`.c .a*'aa=_) 1_.5 MSL /, % / ! /i , .,' / --
` ..a i '.,
8. State storage Vn l l_-e '. 773 acre-fr, .. , , ,. / /� . ,.,
9. 6' shelf yes I I 1, /" r !,,,7/1 • '� -
v
lD, 10' access es i % �/ % , / ; i _
11. Forebays Yes ;;' / ,.;; ,/ e.� _
12. 'Outlet elevation I0 0 t+SL -, 1.'. /':' " -
,
13. Pr
Emerge
rary Sp. , .v e._ n'- 13. 3 S __ _
14. Emergency Spl!' oy i.^vatlon 14' 2 MSL 7 /"%;"/ ,e -�w / ;'% \,; � _, .
IS. Embankment ele/at, ;5.2 MSL h / A', . `c�� l f
16. Side slopes Ctyplca l) 2. 8:1 to S,' % , /� , / i, \\ ^ j�/ .. .. - - _
FVC 17. Orifice s ze 1i///
18. Weir cut length 4' 0 feet /� / \ 'ii' i \� \,� \� ' `"r�(7// - , ....- _ ,. I 11
19. 10-year Q( au-;, 40 cfs r - I \ .\ \1 \ \ \� " "
20. i0-year NSEL 33. 7 MSI_I "I "'10 , V'1 , 11 A, v A- s i��
\�' }
n E..--1 K17LCFD L',4' TCP �i,' ,1 '7 ., \ \ • '
W LOT ER SECnON ONE ._......i'._r,� , a�"S.', 'h.'R�: v \\,\\\42 }�, \\\.:\,\\, \ \ \, `E �J' ,r n..1 - -
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NSLMINGTOH MEDICAL P.1P.K r''-LDED d/r' 1"--'\�`\.`\�` �\ , a \�`
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REV. NO.
REVISION DAr
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A. Al,M t+ n 9ro ele,.re• ii',"e
.rile, m..ort 0 ma lea 51w,e r w -.a c r' eovAmnC h r+a1e r Po':.nlwt p' F1rgd,+o: P'�• nV„e u1M+ '
nnwke! eldr th'r ,.1*.y u9r„"ye ore arge,d .eA of !`», 4,rwpr w Ergheer. Ma9 a oa,Neoed to e. wu tied 'vve e'y;<a \\1` \\ I ^.. "'. " ...� s .,' �i' , f'r�j/ I ". .. , -
`�, ,�� _
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_, _D.,,_ _

rm.-..nq '-'3 «.. r l,r-•,
..-.•+\e+n.
NGi IG SCAL . -�_ �-
+
- uR1/c Yril yr "'F 2501.
`
2
ALL OISTA - o APE N0 CNTA
J.
FOR EFE;. ,`,.;VCE SE-1- rvr•. 2 PGS I / I « 145
4.
AREAS ,,OWPUTED 8Y COORDINATE METHOD.
5.
THIS MAP IS NOT FOR RECORDATON,
i
Cgnr7ER6URY
CONVEYANCE, OR SALES
6.
OVERALL SITE AREA = 62.8 ACRES.
7
��NG
YY
vr;4TtP QJALiTY POND AS -BUILT
Tt 4 S ID E
Pli
R, K
LOCAT,7D ! 1 THE C!7` OF lly?LMINGTON
17L41h'VG1Gh lu'!^NSF7lP
/
NEW trrN _R COU1,1 Y, NORTH CAROLINA
C'MYE2: LAKESIDE ESTATES, L.L.C.
N
PO BOX , 273
I
6"0lL " L rG 014, NC 28402
T '
^ r "
t en
!. A.'!i� TE`73arF.S :O be In 1, C..,d weekly r,n C.! aster
r-.
any r!7'I^.,;,II
' O
`L
event end needed repa!,s rr.ade immediately.
Lij
4J
2. Sediment Basin to be cleaned out when the ievel
im
of sedent
Lr-
n
reaches 5.6' below water surface. Rise- structure
to be cleaned
if excess we+.er above design surface no longer drains
T
f
properly.
_c
3. All seeded areas shall be fertilized, mulched, and
re -seeded
as necessary, according to specifications provided,
to
o.
'o 0
maintain a suitable vegetative cover.
+
b
VI567ATIVZ PLAN -
e
i. Permanent vegetation to b2 established in rrr ^'r.;_e w,th
'North Carolina Erosion anq Se(liment Ccrtrot Planing and
Design Manual', Section 6.1', latest version, I
, I
,
r P
{p
ro
r
4
I
, rc
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E �1
i h �A S.T
-p p;_�i ,:':^ POLE
CL C1-T7-RLlNE \
r 0 0 --- 1,en ;
d
4
404 KC PLANDS
t
\\ \ i
6?590 SF
f
POIND Now;&
5E I SET
EMBANKMENT TOP= 15.1
100-YEAR WSEL= 14.6 EMERGENCY SPILLWAY EL = 13.9
10-YEAR WSEL= 13.8
^ SBELF ( WEIR CUT ELEVATION = 11.5
J d 77,01,MK717P1T 5 E C T I n H
.CT TO "1
a'P ea++••w E"�v+;•.".." Sea^.y j'. ;, �; ,:.:'T.. U et.= 2.4
,
404 K'ETLANDS
r
42890 SF
0.985 Ac
9
a
i
b
7
ar
01-D IRON
LINE MARKER
ADDITIONAL COMPUTATIONS FOR STATE DENR -
Impervious calculationsi
POND NC. 2 -
A. Str<zets 2.93 acres
B. Lots E 85% 19, 08 acres
Tota l 21. 01 acres
C. 21, 01 / 24. 2 = 0. 869, use 87%
D. At 7. 5' depth, 90% TSS removal,
SA requ Ired = 0.76 acre
SA. provided = 0.93 acre
E. Volume required = 77,030 cf
Volume provided - @ EL= 11.5 = 07,760 cf
F. Drawdown time -
4'PVC A = 0. E173 sf
C - 0.6
Q = CA(2ch)^1/2 Q = 0. 297 cfs
T = 295,500 sec.
= 3. 4 days
ADDITIONAL CC"'7UTATIONS FOP S,A . TTF 7 -
Y
Impervious calculations,
POND ND, 1 -
/ / A. Streets 2.65 acres
Br Lots @ 95% 17. 21 arras
Total 19.86 acres
C. 19.9 / 22,9 = 0,869, vs? 07%
D. At 7. 5' depth, 90% TSS removal,
/ SA required = 0.71 acre
,A prcv!ded = 0.83 arre
j71. Volume required = 72_..g cF
' a Volume provided - @ FL= 11. 5 = 77, 225 cc
F. Drawdo•rrn -time
• 4'PVC A = 0. 2-3 sf
T
C = 0 6
Q - C J2Dn)^1/2 Q = 0 297 css
T = '60, 000 sec,
3. 0 clays
IN
C�
,
CL
CL
urr DAD BAR
7 4S'f RACK 4 1:. -•"' r
.90 -LBOW D09YN
{ WSEL=
1
J i
4 r FrF RA7T i _ . __ r '.% � � � :�
AND F.,E4/C N\ /-
1
4'x 10•Preccst Ooraacu - _. ;1 �'^ il? /'�`A\�� •., - ,
OUTLET STRUIC,
_
y
IERB? [• .. ^ '...`C1� ;.if r I�. l ,���,�, \\\ A \ �% \'
4
Ir
\ l
i rrlrorx? _.^.R`yrE.9.s ':I 6 ,7y,. \�,�,\r 1\\ �!Il r-J•. .r-^ r. _ r�
\\pw..:'. ��.^i
._.. �. ._ ti" ; \ �\ 3 �'� s� as . ✓s- . ,. a .., • e . t '
r y t
NI,
NORMAl4SE�- 410.0
SA�= 42,890 Si
i.r
STATE STORAGE 1AiSEL- 11.5
\ SA = 67,595 sf
AS -BUILT St:i^(:4ARMY (05-22-01): "T-' ^. ,
1. Impervia area Cperm!tted? -
R. Normal pool surFace area t prrt ^.eras O _.
3. Normal pool Surface �_, Etevat!an ] ; 0 "i -._- ..__, �� },.,, e ' r ).r e -
4. Pond depth ( deepest point)7 r IIISYY"'� l T; -
5. Bottom elevation (deepest) c^ 4 N1
6. Orifice elevation 10.0 '„>L
7. Weir elevation (State storage} 11 MS!_
8. State storage volume 2.015 acr.-'.• 9, 6' shelf. (/ I 'aC
,5 5-
10. 10' access `'cs
11. Forebays Yes +-• -
12. Cutlet elevation is pis!_
13, primary Spillway e.=vation !3 8 M,L
14, E ergeney Sp lt'viay elevat!on 14 F
15, Embankment etevat!cn 15 2 MSc_
16, Side slopes (tyo cc U 2 e, 1 to 17, Orifice size AIPVC ' -
19. Weir cut length 4 0 fee'
19. 10-year Qrcut) 42 cfs
20. 10 year 1JSEL 13.9 "?S!_
A�.
AS-E'J`LT SUMNAR`: _rl,,
y
ITEM
Av 3:.!'LT �l
a '"�: •:'.
1. Impervious area (p_.m:! t,?,,0
19.9 acres
2. Norma! poet, surFzrP ..! a
1. 378 acres
µ~
3. Normal poc l Sur acc E' e volt i cri
10.0 "SL
'
4, Pond depth (clerest po 1 14)
7, 5 Feet
5. Bottom elevation
2. 4 MSL
6. Crif ice elevation
10.0 MSL
7. Weir e tevat ! on (S c.'l? storage)
11. 5 MSL
i , </ .>"
r
8. State storage v., alt?
1.773 acre-feet ,�
;' �
v s•. �� ,
9. 6' shetr
Yes
10. 10' access
Yes
I1. Forebays
Yes
12. Outlet elevation
10.0 :uL
i'
- i •'/- .
-. �. .. _. ..
13. Primary Spillway e',evaticn
13.8 MSL �'
i •%.�,,;,�
14. Emergency Spillway el.-va"!on
14.2 MSL
15. Embankment elevation
15 2 MSL
IS, Side slopes (typical)
P 8r1, to 511
17. Orifice size
4'PVC /
18, Weir cut length
4,0 feet
l9, 13-year Q(cut)
40 cfs
20. 10-Year WSEL
13. 7 MSL
LOT 8R SEC70N ONE
W1.MNrTON !,MEDICAL PARK
M.S. 34 PG. 175
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N ES, PA.
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23+00.00
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26+00.00
27+00.00
28+00.00
30+00.00
31+00.00
REV. NO.
REVISIONS
DATE 319 WALNUT STREET
��/'� WILMINGTON, N.C. 28401
��7.p PHONE: [phone]
6
NOTE:
ELEVATIONS
GIVEN ARE
CENTERLINE
AND
TOP
OF
CURB
MEDICAL
CENTER
DRIVE
Of.
i�
F

0'-6" NORTH OR WEST SIDE 60'-0" SOUTH OR EAST SIDE
14'-6" 31.-0"
9,-6.,
5-0"
15'-0" 15'-0"
0'-6"
V-6"
0 27'-0"0 20-0 —I 18'-0"
O 13'-0 T1 13'-0" C
Q\-�_O^ O
3' COVER I I �3' COVER
POWER TELEPHONE STORM DRAIN GAS
2 COVER 3' COVER 4' TO 8' COVER
WATER 3 COVER SANITARY SEWER
NOTE:
WHEN POSSIBLE FLUSH MOUNTED OR BELOW GROUND
DISTRIBUTION OR JUNCTION BOXES TO BE USED BY
UTILITIES.
STANDARD
UTILITY LOCATION
NISI
SDWOG
2'-6"
STANDARD N.C.
STOP SIGN
STOP
6'
TO 12'
o
2" PIPE
STANDARD
2'-6"�
INFORMATION
0'-6"
12 MIN.
WITHOUT CURB
PARKING
OR GUTTER
MIN.
-
0 8AM-6PM
STREET NAME CHESTNUT
4-0
"PIPE
n $5.00 FINE
SIGN
0'-6 3/4'
(SEE NOTE)
MIN" .
2 -0
`O
WITH SLOPE -FACE
°°
CURB
WITH CONCRETE CURB
& GUTTER
STANDARD
SIGN INSTALLATION
LOCATION
TUTS
8D1S-04A
SEE OBSTRUCTION DETAI
0'-6"
1S¢_6@" SIDEWALK
30' - 8" PVC SLEEVE
TO BE INSTALLED AT 3'
A
COVER FOR NON -MUNICIPAL
UTILITIES
0
5PRIVATE DRIVE
R
SIDEWALK OR
SIDEWALK AREA
SIDEWALK SECTION
B
B
PLAZA
EXPANSION JOINT 1/2"
\ DRIVEWAY APRON
PLAZA
�O+
P
EXPANSION JOINT 1/2"
-CURB RETURN
� AI J
RIGHT TURN OUT RIGHT TURN IN
EXPANSION JOINT 1/2" EXPANSION JOINT 1/2"
PAVEMENT PLAN
STANDARD DRIVEWAY
DETAIL(A)
NISI
8DS-02
V-6" 3'—O" 0'-2" FINISH PLAZA GRADE 5'-0"
1/4 PER 1'-0" 1 4 P
0'-6" XPANSION JOINT
SECTION A —A
12'-0" MIN
VARIABLE
0'-6"
6" CONCRETE
SECTION B-B
STANDARD DRIVEWAY
DETAIL B)
NISI
SIDS-00
1.5m MIN.
RESIDENTIAL
13' (4.0m) MIN.
OTHER
VAR
SEE NOTE(TYP
VAR VAR B
10' MIN
111PED-X-ING
SEE NOTE 2(TYP)`.:'. s�.^:1
4'-0'
2'-0' ,:..A.
TYPICAL LOCATION OF WHEELCHAIR. PEDESTRIAN RO W IK & STOP BAR
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(A)
TUTS
SDO-10A
GENERAL NOTES
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT
SIDEWALK
4'-0"
S-4"
4'-0'
SCORE
VAR
2.1 MAX
VAR
VAR
ACK OF CURB
SLOPE
GRASS STF
....
DER S
VERTICAL BREAK
FACE 1
-D^
IN CURB
SLOPE NOT TO
',EE NOTE 2
in'_n" u1u
FXCFFD 19.1
PED-X-ING
PLAN MEW WHEELCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296. ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
1973 SHALL PROVIDE WHEELCHIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES. FIRE HYDRANTS, DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
II. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"-1• (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS, THAN 40" (S-4"). WIDTHS MAY EXCEED 40" IF NECESSARY.
3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4. 1/2" EXPANSION JOINT WILL BE REWIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTIWLAL STREET.
BL ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK ONES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADI WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT T14E BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REWIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REWIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS. U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402.
GUIDELINES FOR
WHEELCHAIR RAMPS
SDB-M
2' CLASS "N* CONCRETE
1 J6
NTS
W->,
mulm
7=7-07
1P BACK
)F CURB
CURB GRADE_
CLASS "A" CONC. y
SECTION 'A -A"
PAVEMENT _
CURB & GUTTER ^
m
6
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT
SIDEWALK
4'-0"
S-4"
4'-0"
OF CURB
VAR
SCORE
SLMAX
O
VAR
VAR
GRASS STF
.- .......-
EDVERTICEAK
IN
10'-0" !MI
FACE i
SLOPE NOT TO
EXCEED 12:1
PLAN VIEW WHEELCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
TUTS
am-=
- 10"
r�
4" MIN.
5'- 4"
5'- 10" MIN
CURB INLET DETAIL
STANDARD CATCH BASIN DETAILS
TUTS
SD-9-02
3/4" (
PLASTE
RADIUS FRONT WHEN REQ.
20' R '
O O DIAMOND1 -3"
DIAMOND O
GRID TOP
All
PLAN OF COVER Bi
IP
O'-1" -6" 0'-1" 0'-6"
0.
)F CURB 0'-2 1/2" 1-10 1 24-31 -10 1 2 Ov-21,1/2"
SECTION "A -A"
1/2" ROD 0'-2 1 2
3/4" HOLES 0'-5" 3;8" GROOVE / "
0'-3" MINIMUM AVERAGE WEIGHT
0'-4" 0'-4" FRAME EACH) 65LBS.
COVER RADIUS) 225 LBS.
0'-1" - p'-1^ COVER STIR. 225 LBS.
SECTION "B-B" 0_2" 0;-2"
„ter,,, 0-4 1/2"
CATCH BASIN'
CASTINGS
NTS -
SDW-OM
4" CONCRETE COPING ALL
AROUND RAAIN CASTINI:
SECTION "B-B"
"NOTE: OR PRECAST IF ACCEPTABLE BY CITY
OF WILMINGTON ENGINEERING"
STANDARD CATCH BASIN DETAILS
NTS
SD-9-0"
0'-5"
0'-5 3/4" V-9 1/4- O'-7 1/2"
0'-1 1/2- 0'-1 1/2"
0'-0 5/8" 0'-5"
TOP VIEW
0'-2 1/4" 0'-2 1/4"
0'-1 1/2- 0'-1 1/2
0'-9 3/4" 0'-9 3/4"
0'-0 3/4" 0'-0 3/4"
1'-0"
0'-5" 0'-5"
LEFT ENDS RIGHT
DEWEY I
0'-1 1/2"
0.-1,
0'-0 3/4"
SIDE
CATCH BASIN
CASTINGS
Nf8
SDI4-00B
SIDEWALK
TYPE "A" CURB WITH TRANSITION 4" CONC.
CURBING TYPE "A" \ STATION & ELEVATION
TRANSITION FOR GIVEN IS CENTER GRATE
CATCH BASIN TOP OF CURB
FACE OF CURB
CURB INLET DETAIL
NHS
SD48
2'-0" STD. CIT) OF WILMINGTON
TD. CITY OF WILMINGTON
EXISTING GROUND
M.H. COVER SEE DETAIL
M.H. COVER SEE DETAIL
12"
COMPACTED BACKFILL TO
3/4" CEMENT PLASTER
3/4" CEMENT PLASTER
957 MODIFIED PROCTOR
IF UNDER PAVEMENT
pp
1, 0.
STEPS
AX CORBEL 1" PER COURSE
1'0 0"X CORBEL 1" PER COURSE
O._5"
p'_CC5"O'-8"m
nA
q _ "
8" DUCTILE IRON PIPE
B" DUCTILE IRON PIPE
>
COMPACTED BACKFlLL TO
909. MODIFIED PROCTOR
WATER MAIN OR SANITARY SEWERWATER
MAIN OR SANITARY SEWER
(SECTION, NO JOINT IN MANHOLE
1SECTION, NO JOINT IN MANHOLE
SLOPE WALLS TO ANGLE OF
18" R.C.P. 18" R.C.P.
REPOSE OF SOIL OR AS
EFFLUENT LINE 12 14 EFFLUENT LINE
APPROVED BY THE ENGINEER
6"
0-6
<
F
COMPACTED PIPE EMBEDMENT
. .
o
TO 90% MODIFIED PROCTOR
SECTION "A -A"
SECTION "A -A"
w
a
COMPACTED GRANULAR MATERIAL
STANDARD
TYPICAL INTERFERENCE
6"—CO)
IF REQUIRED Y THE
STORM DRAIN
STORM DRAIN
MANHOLE
MANHOLE
PIPE WIDTH +24"
TRENCH BOTTOM
NM
NTS
SDO-°°A
BDO-WA
STANDARD
PIPE TRENCH
2" ASPHALT
TYPE "1"
DETAIL
TUTS
SD1-07
EXISTING PAVEMENT SPEC.
1w \ EXISTING PAVEMENT
COVER PLAN VIEW f*y_ 6" COMPACTED MARL BASE
TOP EXPANSION JOINT A 4. (D.O.T. REQUIRES 8')
AT 30' INTERVALS(TYP) 1'-0" 1 1'-0"
A A - - }� i 1
+ �L� DITCH LINE DITCH LINE
SECTION 'B—B' 12 i PIPE
�P }AL JL
NOTES: NOTE:
Q� • BACKFlLL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND CETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE CITY OF WILMINGTON.
16 1/16" DIA. AT TOP P yo 9 E THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
COVER PLAN VIEW O'—O 1/8" Q~ it L COMPACTED
THE M001 TO
MINIMUM
I IMUM.DE SITYSTANOF % ASD TER INED
10 1/2" DIA. Q • CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
6" DIA. 1 0'-0 1/2" Q` • 1 AND COMPACTION CITY CODES AND CONSTRUCTION STANDARDS.
RING PLAN VIEW (BOTTOM) 0 —0 1/8" t*s
rt 0'-0 7/8" 1" SCORE(TYP)
0'-1 7/8"
1'-4 1 4 DIA. 0'-0 1/2" 0'-0 1/8" A STANDARD SHOWING METHOD STANDARD DETAIL SHEET - ALL PHASES
D'-° ' 1 " / °'-21/$,. : LAKESIDE PARK 3-26-96
0'-1" o'-0 7/s" °'-2 3/8" °/1s"1/2 y A ` MAKING PAVEMENT REPAIRS
1'-3 1/4" DIA. 0'-7 1/2" 15 7/8" DIA. 0'-0 1/2" �; Scd•
AT BOTTOM 0'-0 5/8" *f WHERE PIPE INSTALLED LOCATED IN THE CITY OF WILMINGTON W)LMINGTON TOWNSHIP AS SHOWN
0 —0 7/8" 0'-6 5/8' PART OF SECTION 0'-0 3/8" NTS NEW HANOVER COUNTY NORTH CAROLINA D,o,•,.
0'-0 3�84 1'-3 1/4" DIA. ��°'-1•• ENLARGED 5'wIDE 4"THICK 8DF4S
EWS
0'-4" G.R. ENNIS & SON NO. MBX—GRE-16 ````111111111„„I OWNER: LAKESIDE ESTATES, L.L.C. chocked.
�� col PO BOX 1213 DSH
SECTION 'A —A' MINIMUM AVERAGE WEIGHT STANDARD `04'o<gS3rQY I'1 WILMINGTON, NC 28402 [phone] Project No:
RING 120 LBS. SIDEWALK 44 ' 2660-2D
MONUMENT COVER 40 LBS. _ SE
DETAIL 200°'
o..
"'B MONUMENT y.o�" H �q� HANOVER DESIGN SERVICES PA. �°`
SDI4DE8 Jr
NISI 9 '•• ,cros�� •
NM
LAND WRIf)'ORS, ENGYNEERS h LAND PLANNERS I
WALNUT STREET WIL
_- _--- NILMINGTON, N.C. 28401 p
REV. N0. REVISIONS DATE Gil.
PHONE: [phone] V
or.

i
2-2 1/2" HOSE NOZZLES
4 1/2" PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET HYDRANT TO
HAVE BREAK
SECTION OR
WASD "WATER" I %OC\In\/GO, C
t^
I
BURY LINE FLU
FINISH GRADE
C.I. VALVE BOX
GATE VALVE
1
MIN. SIZE 6"
r
TURN RIGHT
TO OPEN
m
RAIN
. .
NOTE:
1-SEE ASSEMBLY DETAIL
CONCRETE 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
NI8
WITH EXIST. GROUNi
TARY SEWER
M DRAIN
EQUIRED
*AS
OP OF COVER
r—
AOTTOM
OF COVER
1/2"
NOTE:
PLAN
RING & COVER CONTACT
SURFACES SHALL BE
MACHINED SO AS TO
3/4" RE EVEN BRINGING
OFSCOVER ON
1/2-
0'-2 3/4"11
WEIGHTS:
31 1/2"0'-2
1/8MINIMUM
0'-4 3/4"0'-7
K4"1'-11
1/2"RING 190 LBS.
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 MH-RCR-2001
ALTERNATE
STANDARD
MANHOLE
RING
AND
COVER
NTO
SD"
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 SO 14-11 FOR PRE -CAST MANHOLE DETAIL.
STANDARD TAPPING
DETAIL PRE —CAST
MANHOLE
8D00.OS
STANDARD MANHOLE COVER
PRECAST CONCRETE SEE SD 14-01
GRADE RINGS
12" MAX. VARIES GROUT
MANHOLE STEPS
AS SPECIFIED
ECCENTRICS^_
PRECAST CONE PRECAST MANHOLE SECTION
SEE SO 14-11
PRECAST MANHOLE
RING EXTENSION
NTS
SD14-12
RAM-NEK JOINT MAT'L
OR APPROVED EQUAL
(TYPICAL)
0
a
w 0'-1
w
to
TD. MANHOLE COVER,
EE SD 14-01
MANHOLE STEPS
AS SPECIFIED
PRECAST MANHOLE SECTION,
A.S.T.M. C 478
BENDS
FLAN
TEES
n5 18" MIN.
.:1 n. 3' .�
J � 1
U �
SECTION X-X PLAN & ELEVATION
FIENDS TIFFS PLUGS
STANDARD THRUST BLOCK
FOR WATER MAINS
NTS
I
A
7/8"
2'-1"�
l'-1 l 3/4"
1'-ll 1/2-
0'-2 1 /8"
0'-1"
l'-8 3/8-
0'-4 1/8"
1'-9 5/8"
0'-5 1/2"
RADIUS
PLAN
SIZE
90 BENDS
45 BENSFff
1 D
TEES
PLUGS
1
9"
8
2"
13
12
13
8
10
U24"30"
[K2054-
NOTE:
Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK
41TARY SEWER OR
)RM DRAIN AS REQUIRED
TOP OF COVER
NOTE:
A RING
ANEEDpg CTgOHVELNRLS CONTACT
BOTTOM OF COVER EVEN "BEARING OF�
5/8" COVER AND RING.
MINIMUM WEIGHTS
RING 261 LBS.
COVER 120 LBS.
� 0'-3 1 /8"
0' -7 1 /2"
0'-0 1/2-
0'-4 1 /8"
-5 1 /2"
1.
10 1/4"
__� 2'-9 1/4-
STANDARD MANHOLE RING
AND COVER
RS
SDM-02
FOR WATER MAINS
NM
FULL 18' JOINT
6" PIPE
HYDRANT-3/4" GALVANIZED RODS
3/4" GALVANIZED TIE RODS
PLAN VIEW
CAP W/2" TAP
3/4" GALVANIZED TIE RODS
Do (AllE
TO MAIN
BOLTS
HYDRANT LUGS RETAINER CLAMP
JOINT RESTRAINT HYDRANT TO 1ST FULL JOINT OF PIPE
HYDRANfiift
34. ALVAN
(:c I
f
\LTIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
3/4" TIE BOLTS
GUIDELINES FOR
HYDRANT JOINT
01
0'-0 1 /2"
0'-1 1/2
0'-2 1 /e
-0 1 /8"
0'-0 1 /8"
0'-0 3/4"
0'-0 1/16"
0'-0 1 /2"
W/2" TAP
VALVE BOX
- CAP
-2" GALVANIZED PIPE
W/ OUTSIDE I.P. THREADS
2" CURB VALVE
MUELLER OR HAYS
PROFILE
2' BLOW OFF
NIB
PLAN
BLOCK
FRAME
MINIMUM AVERAGE WEIGHT
40 LBS.
0'-0 1/4"
0 1/2"
0'-5 3/4"
0'-5 3/4"
SECTION C
SECTION D
WATER METER BOX
RS
SD14-0BA
0'-8 1 ///4"
0'-0 11/16" 01-0 11/16"
V-2 1/4"'
0'-7 1/4"
oDD 0-11 7/8"
WATER -9 0'-0 1/2"
A ❑D❑ A
>BOX
PLAN
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 IN DRIVEWAYS
8'-0"
WHERE R/W WIDTH PERMITS
.LARGE CAST IRON METER BOX
SECTION "A -A" 0'-0 1;
GRE WVC 6HD CAST IRON OR EQUAL 0'-7 3'
HEAVY DUTY ° —„ '' `'
VALVE BOX LID
NTS
SD14-0S
0'-6 11/16" DIA.
0- �0'-0 1� 2"
-0 5/16" 0'-0 1/8"
0'-1 1/2"
-10" 0'-6 1/2" DIA.
-6 1/4" SECTION "A -A"
-8 1/4" MINIMUM WEIGHTS
TOP 10 LBS.
BOX 40 LBS.
EXTENSION 40 LBS.
WATER VALVE
CASTING
NTS
OD14-07
III-� I i ALL MATERIALS AND WORKMANSHIP CAST IRON FRAME &
_ I TO BE TO CITY STANDARDS COVER, TOP TO BE FLUSH
III WITH STREETS WALKS OR
2'-6-
MINI
MUELLER H-1422
METER YOKE W/12 RISER
TYPE "K" SOFT COPPER TUBING FORD VF66-12, VF77-12
1° WATER SERVICE
NTS
I COVER
ATER MINIMUM AVERAGE WEIGHT
A 20 LE S. W
so
fMETER 0'-9 5/8" 0'-1 1/4"
00'-0 3/4"
'-0 7/8" 0'-0 1/4"
PLAN 0'-1 3/4"
l'-7 3/8• 0'-0 3/8° SECTION B
0'-2 1 /4'
0'-1 3/4"
0'-5 3/4" 0'-5 3/4"
l'-6 5/8"
SECTION A
WATER METER BOX
NI8
SDI4-0BB
ELEVATION
( V CROWN OF TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
\� 7 THE AIR, REDUCE WIND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE.
L DO NOT DISFIGURE CROWN WITH
/ INSENSITIVE PRUNING!
RIPLINE—
CASTING FLANGE
EXTENSION OR STACK
ORTAR
BRICK
TYPICAL DETAIL VALVE
BOX AND CLEAN —OUT
CASTING BASES
NM
Bp15-02b
STANDARD LID HEAVY DUTY LID
SEE SD-14 SEE SD-148
2" ASPHALT CASTING
4" BASE
FOR CASTING DETAILS MORTAR OVER FLANGE
SEE SD-14 1" MORTAR
2" STANDARD BRICK
2"MORTAR
WATER VALVE BOX EXTENSION AND
CASTING CENTERED OVER VALVE NUT
SEWER CLEAN -OUT CASTING
NOTES: CENTERED OVER STACK
*THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
.PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
95% COMPACTION OR BACKFILL IN 6' LIFTS.
TYPICAL DETAIL VALVE
BOX AND CLEAN —OUT
�j DRIPLINE
' /� ( I 3' MIN. STAKE
PROTECTIVE BARRIER '�—HEIGHT ABOVE
1 PLAN — s GRADE
FEEDER ROOTS STRUCTURAL ROOT4
( fl10 �t
FEEDER ROOTS ARE LOCATED STRUCTURAL R0013 LOCATED �' � r
AT "DRIPLINE" OF TREE NEAR BASE OF TRUNK ARE
AND PROVIDE TREE WITH NEEDED TO GIVE SUPPORT TO
MOISTURE AND NUTRIENTS. ENTIRE TREE. IF REMOVED, TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
SEE NOTE 1 & NOTE 4 TREE CANFAIL AND DAMAGE PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
PROPERTY.
SEE NOTE 2 & NOTE 4 DRIP LINE - THE AREA OF SOIL. DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE METHOD OF TREE
PROTECTION DURING PROTECTION DURING
CONSTRUCTION CONSTRUCTION
SD15-08A-1 RS
_ MANHOLE FRAME &COVER RESIDENTIAL AF2EAS. MANHOLE FRAME & COVER
III- CONCRETE \
I_ COLLAR OR CCEMENT CONCRETE 3/8" CEMENT
COLLAR MORTAR
TRENCH WALL 12"MAX. 12"MAXI REPAIR PAVEMENT
CONCRETE SPACERS FOR TO NCDOT STANDARDS
PRECAST ECCENTRIC CONE ADJUSTMENT TO GRADE
EXCAVATE TO EXISTING PRECAST CONCRETE SPACERS FOR
SANITARY SEWER PIPE MH STEP 61 :CCENTRIC CONE MH STEP ,ADJUSTMENT TO GRADE
TAKE EXTREME CARE NOT TO BREAK REINFORCING 24" MIN.
(BLOCK PIPE AS NECESSARY) PRECAST ECCENTRIC TOP 1 •� PRECAST ECCENTRIC 24" MIN.
5' (n,P) 4 16"
3"MIN. 48" DIAMETER STD. 4"
�_ MINIMUM 8 STONE MANHOLE IN ACCORDANCE INVERT POURED WITH PRE -CAST MANHOLE
lawBEDDING FOUNDATION PIPE WITH ASTM C 478 SMOOTH CURVES TO SECTIONS
�- BITUMASTIC JOINT SEALANT EXIST.) .I FACILITATE FLOW 5" MIN. WALL THICKNESS
T AS APPROVED BY THE
5
ENGINEER GROUTED INSIDE 1" PER ;I FOR N DIA. BARREL
—r WALL
AND OUT WITH APPROVED F� J ' DIA. BARRELNES
-1 RUBBER GASKET NON -SHRINKING GROUT I MINIMUM 8" STONE FOR 1S
10 8" EXTENDED LIP MONOLITHICALLY CAST 8^ .: BEDDING FOUNDATION
BASE SECTION ( CAN BE PRECAST 8 _T MINIMUM 8" STONE
OR POURED IN PLACE AT SITE ) �Zr T BE3D�DING FOUNDATION
STEP 1 DOGHOUSE
OVER EXISTING 12••PIPE LARGEST
�p
qo WITHOUT BREAKING 3"MIN. PIPE
48" DIAMETER DOG HOUSE STEP 2 (GROUT &SEAL OPENINGS) STEP 3 POUR INVERTS, CONNECT
AND
USING STANDARD MANHOLE 48" DIAMETER DOG HOUSE NWYSTHEN BREAK OUT' TOP OF
MB
C USING STANDARD MANHOLE EXISTING ,r SEWR PIPE
Dco�r•1
DI-Wi2 48'DIAMETER DOG HOUSE
CAST IN RUBBER USING STANDARD MANHOLE
BOOT WITH
STAINLESS STEEL NTS
CLAMPS 0'-6" D004"
(TYPICAL ALLMANHLE
CONNECTIONS) �ry MORTAR COLLAR
6"EXTENDED LIP 1, 0'-8"
1
0•-6" MIN. MONOLITHIC CONCRETE BASE. I I1 11
3000 PSI CONCRETE f �"
L2� 6" MIN.
6" MIN. �p
CRUSHED STONE � 48" DIAMETER
PRECAST MANHOLE MANHOLE FLOOR
RS NTS
8DW11 WFLOOR
7 1/2"
2'- 7 1 /2"
C
C
2'-7
PLAN
STANDARD
SANITARY SEWER
1/2"
0'_ 1
7 1/2"
4"
T
0'-0 3/4"
MINIMUM AVERAGE WEIGHT
10 LBS.
NOTE: CAST IRON
EQUIVALENT TO
DEWET ERGS. MH-ST-8
MANHOLE STEP
RS
SDWID
SDIS-06
TREE PROTECTION DURING CONSTRUCTION
STANDARD WATER VALVE BOX
& COVER MARKED C.O.
CONCRETE SIDEWALK
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
CONCRETE CURB & GUTTER
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
CLEAN -OUT
rg
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
SEAL CLEAN -OUT
STACK W/DUCT TAPE
EXTRA HEAVY SOIL PIPE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
(SEE NOTE 2)
OCCURING DURING CONSTRUCTION.
1/8" BEND
PLUG W/6" SINGLE TEST
I "ISEWER MAIN
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
PLUG W/WING NUT EXTRA HEAVY 6"
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
(SEE NOTE 2) SOIL PIPE
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
NOTES: 6" TAPPING SADDLE
CONSTRUCTED.
1-SEWER TAPS TO BE PERFORMED BY CITY TEE OR WYE.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
CREWS EXCEPT WHEN TEES OR WYES ARE (SEE NOTE 1)
INSTALLED IN NEW MAINS LAID BY THE
METHOD
OF
TREE
CONTRACTOR.
PROTECTION
DURING
2-THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
CONSTRUCION
GUIDELINES
FOR
RM DaA_2
STANDARD
CLEAN —OUT
SANFARY
SEWER
HOUSE SERVICE
NTS
SDO-04
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 DETAIL SHEET - ALL PHASES
LAKESIDE PARK
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
Date:
3-26-96
Scale:
AS SHOWN
Drawn:
EWS
Checked:
DSH
Project No:
2660-2E
Sheet No:
6
6
Of.

PLANNED ER^SIQN AND SEniMFNi CQNTP!IL.CONSTRUCTION ROAD STtRILIZATION L OCA TION MAP
. PRACTICES -- Practice 6.80 CONSTRUCTION SCHEDULE - Sedimentation Phase Considerations, \
-
1TEMPORARY GRAB-'FICONSTRUCTION FNTPANCE POND N0.2
Upon reaching final grade and niter utilities have been Indicated on Plan _._.-._.
. _
�Practice 6.06 installed, roadway areas are to be stabilized by placing Volume required = 12.3 acres X 1800 cf = 22140 cf ESl NOT TO SC.41.E
�J sub -base course of approved 4' marl stone, as shown in the Volume provided below normal WSEL = 150000+ cf �0� LOT
typical street cross-section detall on the Plan, to reduce 1. Obtain approval of Plan and any necessary permits, and hold `� F, 76 I Ed
Shall ear installed led at the entrances to the protect from Volume provided above normal WSEL = 1.95 acre-ft 5� c -�
an existing roadway ( at Carolina Beach Road and existing const�uctnodnd-./st during the remainder of building a pre -construction conference prior to commencing any work. = 85100 cf to weer � � �lyl t � XCF��% � 2
Medical Center- Drive ). Drainage should be away from the 2. Flag work limits and stake -out roadway, O g y, Primary ditches, and G 'a
rood and erasion will be controlled with downstream SB 't. SEDIMENT BASIN eJ C
d l f i t Ba
sins asns or preiminary grading.
practices During wet weather it may be necessary to wash Practice 6.61 Se
truck tires at these locations. The Sediment Basins are to be constructed first (see 3. Install Gravel Construction Entrances. ♦`vv 60 SS\^\ .�\,� 1-'4 T a, J /
VVV R_„ 1
Construction Schedule) and are the primary Practice to � p� lJ� �-` TF -R},j"
2. LAND GRADING prevent sediment from leaving the site. Detailed design and 4. Install Sediment Basins as shown on Plan prior to clearing
`p \ \
Practice 6.02 spillway configurations are specified In the CALCULATIONS p g v
P' Y 9 P and grubbing site. �� 6 �O/
section of the narrative. The PVC outlet is to be blocked
Grading should be limited to areas as shown on the duringsedimentation function (or not Installed) until -__- - - ". / -
5. Construct ditches and any other sediment control Practices -. / \ o /•-r> > �.
Plans. Cut and fill slopes shall be 3�1 or flutter except entire watershed is permanently stabilized and and !s - LOT \ Q o' ! -'(`J , �'
P Y P shown, prior to rough grading roadways and site, ng are ding 7, / Z
where specifically Indicated. Care shall be taken during converted to permanent stormwater management detention / material and topsoil as necessary. Culvert crossing areas GREENF
land grading activities not to damage existing trees that retention
gfunction. Extreme care is to be taken during should be stabilized with stone base._ourse as soon as -- IELD LAKE / a
are Identified as 'to be preserved', sedamentnlnof denponds
during
texcavation to ensure
tthat
the constructed. 1 / �- \ M.B. 5 PC. 3ESTATES r LOi- ZO v
wetland areas. The dewatering process is to be coordinated - / \ OP
() 3 SEDIMENT FENCE with Cityand Count Engineering personnel. 6. Install utilities in roadway, establi>h final road grades OUNDISTURBED- -_-
Practice 6.62 and stabilize road with stone base course. 1 --/i ♦ WETLANDS /• -----__ __ i
Sediment fencingshould be installed as shown on the O � _
Plan, to delineate nd protect wetlands and specIf led areas, PSG `-' PERMANENT STREAM CROSSING 7. Final grade, Install non-eas whir utilities as needed, and / _ `�•
.ractice 6.71 vegetatively stabilize areas where building construction Is
ar.d around an temporary stock lie areas as necessary to p y proposed \\ �t P J
Y P Y P Y There are two permanent stream crossings ro osed (noted not Imminent. \j
prevent any graded Interior ores_ from eroding onto adjacent 1 ( I l +' LOT gl
Lands or, roadwa or Into inlets, or as directed by Engineer „s the North' and South' crossings), Detailed calculations �, SEC. �(L` y e.re provided. Extreme care shall be taken duringculvert and 8- All erosion and sediment control Practices are to be \ 1 OF
or New Hanover County Erosion Ccntrot personnel. embankment construction to minimize adverse impcts to the inspected weekly and after any rainfall, and repaired as \\_' t � � SF �^� -�\ - _ _ M.B. 8PC CHILLS
GGj Netlands and existing stream areas, Construction of bypass necessary.1 $s I / .' --.___ 85 -
4. GRASS -LINED CHANNELS g ri \ \ J. %
Practice 6.30 channels and dewatering to be coordinated with appropriate
authorities. These crossings are to convey stormwater from 9. Upon completion of construction, the roadway is to be paved \ t �' - / / � ! f
Ali overflow swales to be graded to design the ipstream undisturbed watershed In the existing, well and all areas permanently vegetatively stabilized. After ,\. t / x / LOT 62
configuration, seeded, and stabilized if necessary with dafined channels to existing outfalls. All disturbed areas site stabilization, temporary measures are to be removed and / I
temporary strew -net liners to collect and convey site water and future impervious areas are to be directed to the two the Sediment Basin cleaned to its original design contours, `\ \ / [
to the Sed i men t Basin as shown on Plan. After Final project ponds and w i t l not impact these crossings. Constuct i on if necessary, and riser structure or l . aces opened, so as to
should take lace DURING DRY WEATHER, as quickly as function as a stormwater management / water quality
-
--
stabilization.. swales to be re -graded and cleaned of ' P q Y 9 q Y ! ---- _ - M-E[�
sittot!on as needed to establish original contours for possible, and disturbed areas should be stabilized retention pond. \ - '` I N/F _- - = ,C (� y+��-
immediately with rip -rap or vegetation as necessary. Both \-:. / 1 C. REX HAR E -- - - !'1� N rClg fJ
stormwcter, conveyance. ' iii � DE
inlets and outlets are to be reinforced with rip -rap. \ ) / -�
IP o. INLET ce 6.5TION O \\ a \
Practice 6.52 ��% \ - J %. f� j 0 •� _ �- _
MAINTENANCE PLAN / :�-- �--.,
Story= sewer inlet barriers of silt fencingor block and i �<v P \\- J _ sF / I 1 -�
prevent be constructed to het p / U
� Indicated on Plan -
9 P F' gTRI UNDISTURBED i\ ,
p g the storm sewer system. D.B. 120J< LEE SMI i WETLANDS \-\ - `• - •J `. , )NDISTURBEC \ /. t t / . \p ,.__•j II 4 pgCE Ay i 1. All measures to be inspected weekly and after any rainfall LIMITS OF it -- / va2 -1 I 'NET'4NDS..-
CGP\ 1$46 / event and needed reoa!rs mode Immediately. DISTURBANCE - -' 1` a / - - I
I 6. OUTLET STABIL.IZATiON \ / ''�.__ `.. �\ 6 \ -� /- / CCE I /
/ Pr^,ctice E.41 .:� �O• \`. Z
•' 2. Sediment Basins to be cleaned out when the level of sediment J 9
Riprap aprons will be located at the downstream end of _ - reaches 2' below oriface opening. Riser structure to be \-_ -\♦, - •'CCljcy
all dig-�hnr e pipes to re=?rt scour - ----__ cleaned If excess water above design surface no longer
9 F P P -- drains property.. .� "�- - GC _-..
� 106 o a ,
r\ 3. Sediment to be removed from swales when they are ♦ � `' - i/ `�/ `
ARRO approximately 50% fitted or sediment level Is within I' of r i
L W top of Swale bank. / _� /
i
DB• 684 Pg_ 86 4. Sediment to be removed from behind the any Si It Fence and ///co
inl
i/ _ UNDISTURBED andeinlettprotectdionitosbehre airedcaseneeded toemaintainna /
P P 9 \
-/i(\ \ USE ENCIN;, 9 / l -
� `--_ - - barrier. \ i -
�0 M4THE STOCKPILE NCIN�q r PSG REA
W pARk -- WETLANDS / O i \ -
P O B. 1325 P(; ER.J - 5. Al I. seeded areas shop be ferti IIzed, mulched, and re seeded ♦ \�-
�� as necessary, according to specifications provided, to Ji \ ,
V
-- maintain a suitable vegetative cover. /` �, \\\ \ �/ / `� \ 1 MEOSFRV
. /�♦ / / \
4} p
0 / DGEN U.B 1278 r �� v ?�l /- \ a
SF
b o // Sedimentation Phase Considerationsi (IV
�� V I/ / ♦ A 1� +�
_ _ _
- -- - /'� T
` J \� ��. - - POND NO.1 fU /./ �' A\��` C.'.�♦ /� _" -:�.�
Volume required = 11.7 acres X 1800 cf = 21060 cf �j \ \ / `� \_ ` ��/ / ,� \� /
�`._ •.�J/ Volume provided below normal WSEL = 135000+ cf \�LOT
l
((�� / Volume provided above normal WSEL = 1.69 acre-ft ��/.� // �. y->, 1. 1 G
`-l+ ! l l �� .� l = 73850 cf to weir 0� \ �♦ \ '
- \
1 S
/ r` � i �El , .`� ��. .�_ __�/ , i i - -•_;_. /��ti� ft
LOT 7 '� � �, �- -�� [}\ `'fFL,rT7,T1vE P1.4fi _.
A
[ [ �, •, ,r4..f 1.1 I [ 11 -LOT 1 2 �� _ 5D 1. ! ` t. , ��. ��`,�:.. _. \�v - ,/ Ag V A�� -- [ 1. Permanen-t vegetation to be establish?,:I I a...-:nr•':,ice._ w, th
1 [ ��.4 ,...! ,. //, f-_.- -J_ �1 [ I�� 1 1 1� ,� _ �� // / A B'i `V and Sediment i3OG tr01 l°Irnr ing �.,d
'North Carolina Erosion o
,nP , ..I [ .'-.-<_._ 1 1� � ne5igr. Manual', Section E.11, l;.t..=_t ...., on.
[ , t / / - - _ __ / I 0 LOT 11 i LOT t� $ \ - ! - /
_ \„or
- I 3A , 1 9 LOT �•6 ,� �� / \` I.OT \ j
f
♦-� �w (%`\ �..- [ // // - � DRAINAGE AREA II .. I c .. L � � - i� / � - \ � \
TYPICAL) L l� 1 \ % -- /� �\
• 1/ ` �'� / i . /J - LOT
/.� U MPORTRFENCING 1 _ -._,_ 1 I\ {I 5A \\- \ /�i� i� K\\
[/ 7 [ LOT 1 4 I STOCKPILE AREA. I t I� ��
/ I
/ USE , LOT 10 1 ► ( - \ O
/\ 2A -LIMITS OF !' - 6 \\.
cE LOT 1 fi' ' J _ ; '� \\ II DISTURBANCE 4A I i �) `--- = "�GP\� R�"' - \ \ LOT 4-
[ i [ �► 4P MHO - LOT 30
118 / Q �.�.. _�..�. _-�_ r� I_--_--� I 5 '"'� R/� 6a _. _ 6p
Q�/PSGci
_LOT 1 3 I s J -. D / , , - \t / �Q nESIGNER'S CERTIFICATION -
_
/ / /.. / /' V [ . ���: -- - - - - -- - - - '� - _ - •� _ .. \ - \\\ -. 1 l hereby certify that this plan has been prepared in accordenre: I �l
with, the latest Wilmington Stardards and apoc iircotions for
OP / �n -------------------- Y - 58 4-
SF- \ \ 1 LOT 29
/ / \• _ , „divan a yes
/il Sf th-wCity at Wilmington ar.t C'haC'-te- 2('. of tH9 Cc ,e
�f th.+ City of Wilmington."
to ..
_. - '!. LOT 24 1 ib
\1 Siyn•ah,rc��'_
!„ \ f, �1 \ [ I p ♦ _ _ / Pri,f-A Name and Title: David S. H-Ilir. PE. IRIS
-� _1 i -\ \ _ [ -� DISTURBANCE I _4U _ Date:------0-� .. _..-------.. --------
I
I _ _
4 17 2B [� 3CJ 18 .L I i, , J4f'I`^-�' Registration Ni.imber: `PE N 2007
5 ; LOT Z9
\ [_
/ - -' _ OWNER DEVELOPER'S CFRTIFIC.4170N.
U
!, ; / - \�"�--'� �"� _ i
_ II - / •'I We hereby certify that an clearing,
70 1LOT 25
, , , - _ _ _ Y Y y, grading, construction
11 �R/DCK �.'. `'YjSn ��` [ I LOT 1 a7 1 , _ i -'�.';-•.,,` _. / , ! // development, o- all of tF.ese, will be done pursunnt to this
W� -� ? lq / 9 O� , r <, . C/J?� , I , /�� i plan and that the cpplicnble Stormwoter Monogement conrliti.,ns and
/ / /* J \\ i r I f 1 SOU i TC
< N� / '61 k Wit / , . - _^' U - `- _. _.� 1 - _ _ / x� yy requirements of the City of Wilmington, the State of North
+V •S �/�� Carolina, and the Federal Government and its ayen­'-s are h-hy
l.' made art of this Ian."
-�. �'�_� �� I r 18i J9 i TYPE 'A' ! P P
q U////���� �. 1 ' 12D TS I 1 'LOT 22 �� , CURB 1
��V \ _ �./[ \ `\ w-iEE1CHAIR Cj n
/\Y! ' 1 /23 n Ale rrw) a eture: V �---- - -
'\ L. ( f24 i i I f / ♦ / / l r E C E i V E
12S / and Title:
/� P �t�a
\_ , LOT 26 \ / "/ - / I \k.. D`�[✓}�4 A./V�D<y.r }4L.�6T4_
LOT 20 �4 / R _ LOT 2 `.1 ///
!9 i i `, S 63� \ ` ! \ -! \�/[ ' 1/ /, JUL
0 319 6 mate: '9 5 3� �s
�i/ i/ i/ 3,� [ �22776• \ \ro/ / LOT -!�. 1 ,[ - - /, _l_..- ts'e• I I SpW 84(o0(PDS
197 ' , , - //_ to' PROJ N
C,.44PACTED FILL OR \ -_ _ -- _. \\ _ l i i / t i 2.68 FT / / ! / l r/ - -r-
C�PAVEL, EXTENSION '' �•�-_, PLIt C ROAD
OF FABP,IC AND WIRE:
/
NTn fl-IE TRENCH NOTE: - , / 2
SEE NARRATIVE{ - 1,, -- ��, ,' i J 1 4 i / ,f, i /�`_ /[ i/ �. EROSION & SEDIMENT CONTROL and WATER QUALITY PLAN
FOR MCR. DET .IL r , 1 I
ISOMERIC }LEyI FILTER 1�1 0` ' i 6 j ' 8 i i , "- fl\ _ �1 6 4--96 I
FILTER FABRIC �i o- - i i % i - - - - i/ TYPICAL CUL- DE `A � AKESIDP PARK s viee: -
FABRIC ___ EXTENSION OF ��
FABRIC' AND WIRE 1% \ r / 9 / / BLOC7C � / / / , NOT TO $CALF. LOCATED IN THE CITY OF WI.LMINGTON WILMINGTON TOWNSHIP 1'= IOL7'
BACKFILL INTO THE TRENCH / - \ i i 10 ' 11 1 1 Op / _
MINIMUM s" 6" MINIMUM (� , - / i i 72 r SC r / .NEW HANOVER COUNTY NORTH CAROLINA Dmwn:
THICK LAYER .` / W�RF rOMi ACT[ 1) �., WIRE THICKNESS � 73 � 'TN 1yj - -
OF GRAVEL �.. 2"_3' COARSE i i 11 IS CM,NGTON i i -- -- -- -- DSII---
8'MINIMUI,I ` 7` 8"MINIMUM _ AGGREGATE CE \ l76 - hE1GHr ; / ""ttq OWNER: LAKESIDE ESTATES, L.I.C. aaco-ec,
S �1� Rol '''. V-TRENCH -� ' _ v--GRAVE!_ CONSTRUCTION \' i i 1 j i 18 f ' ' / T "--- :�'�' � •.CA. 1 PO BOX 1213 GAW
t-.- -- NOTE: SEE NARR,T,' ENTRANCE, WIDTH \ - lg 4E o
r, `0 4,- WILMINGTON, NC 28402, 392 -1229 Project N«
14`M!NIMIT/,L 4'M!NIMUM FC`R MORE DE-1 12'MINIMUM AS REQUIRED \� / l / 20 / 1 i l / ��r- - -- ; �rn4 l.•y' - {910)
\ \ 21 / 22 _ SEAL = 2660SC
--
SECTIGN YE4TIQN \ ' 1 _
E \- / / i 2J i 24 i / i _- I __-- O•
SEDIMENT FENCE (_ _SILT FENCE) TEMPORAR -GRAVEL CONSTRUCTION � 2S r ---- HANOVER DESIGN SERVICES, P.A.
Practice 5 61 OE ENTI. �C�EXIT DETAIL 2> - pqS, ENrdNFER.S 6 (AND Pl ANNEPS
-_.. _. G - z REVISED AS PER DEM and CITY ENGINEERING COMMENTS M-9fi - ut
t 1 ice 6. 06 \ --- - - . _ 319 W" T ;TREET OIL%
i REVISED AS PER NHC ENGINEERING COMMENTS 12-9fi i I -" � PgOi:E: 0, N c. -W -
-- C-}, A4Or.E (ar3, 3t3-80r'_
\ REV. N0. REVISIONS G4 iE 7+ � � � �J� I

/ o _
ADDITIONAL COMPUTATIONS FOR STATE D.E.M. -
Impervious r_olculationsl
POND NO.1 -
A. Streets < 37' BTB + 10' SW )
d I C t D 1 1550 LF 1 67 ac
r\ I
D
V \ 00
+
0 0
1. Me Ica en er r ve
2. Street 'A' 910 LF 0.98 ac,
----- 33' 7' 10.25' 26.25'
2,65 ac. - -'
B. 22.9 ac. total - 2.65 ac. = 20.25 oc. @ 85%
< to be deed restricted to 85% mox. Impervious ) 17.21 ac. ,n
---- 06 EMBANKMENT TOP- 15.5 (SETTLED), = 15.95 (CONSTRUCTED)
19.86 Qc.
C. 19.9 / 22.9 = 0.869, use 87% L 100-YEAR WSEL= 144 EMERGENCY SPILLWAY EL = 14.25
D. At 7.5' depth, 90% TSS removal, from chart. p 10-YEAR WSEL= 13.6
22.9 X 0.1 X 3.15 = 0.72 ac. SA required '� 20, WEIR CUT ELEVATION = 11.50
E . SA provided = 0 83 ac. SA provided OP p-- SHELF
t- 4, LF 24"RCP NORMAL WSEL= 10.00 INVERT OUT= 10.00V
F. Volume required - (19.9 X 1,98 + 3.0 X 0.20) X 1/12 = 72,970 cf
Volume provided - @ FL= 11 5 = 73,850 cf ANTI -SEEP COLLAR, EL= 8.0
BOTTOM SWM STRUCTURE EL 750
G. Drawdown time - �ZOV= / /
Use 4'PVC A = 0. 873 sf
C = 0.6 ANTI -SEEP
Q = C.A(2gh)^1/2 Q = 0.297 cfs COLLAR.
T = 248,550 sec. SEE DETAIL.
= 2.9 days BOTTOM EL= 2.50
NOTE: COLLAR TO BE POURED AFTER I ;lb
PIPES ARE IN PLACE. II/
REINFORCING:
4 BARS O 12" EW -► 2'TYP.
�-- 10'.
1 5'
AN_I_I_-SLLN CULL -AR MIN
NOT TO SCALE
OUTLET STRUCTURE DETAILS
-- NOT TO SCALE
W)TH PONDS
FOUR STANDARD
2'X3' GRATES
NCGOT OR EQUAL
Fi
t
L ITV.
SEE DETAIL THIS SHEET v
fOR TRASH RACK
4'11'EIR CUT
Ii J
PLAN 14E W
I I
POND NO.1 GRATE TOP
EMBANKMENT SECTION , 4; ... ....
HOT TO SCALE-
4 e HIR 4
4 CUT a" 2.33'
4.67'
GRi FE
FAjK15V YY WELDED BAR
TRASH ACK
BOLTED IN PLACE EL=13.75 GRATE TOP
90 ELBOW DOWN
8'BELOW WSEL 4' WEIR 4
EL=
10.0 \ MIN. 4,
_ I0�0 \\
SB
4" PERFORATED
i PVC W/ GRAVEL
' AND FABRIC FILTER EL= 7.50
2 - 24 RCP
OURET
PIPES
=ASE
POND BOTTOM
£LEV= 2.50 4'x 10'Precast Conc.Box, Tindall UVO410 OR EQUAL
SECTION VIEW
OUTLET STRUCTURE DETAILS
NOT TO SCALE
BOTH PONDS
7
INV=
10.00 +INV=10.0
9'CLWC.
or LWOUT
1.3 SUMP
for afANOUT
SWM SUMMARY -
\
BASIN Q(lO)IN Q,10)DU7 Q!100)IN Q(100)OIIT WSEL00) WSEL(100)
_
1 109.1 ? 2 1£1.5 104.6 13.6 14.4
2 148.1 33.0 219.1 113.7 13.6 14.5 - -
------
-- �, G1j� PC�ESS
�y -� - LAKE SHORE DRIVE
r,o
_
NOTE:
_
THIS PLAN TO OE UTILIZED AND
1 REVIEWED ONLY IN CONJUNCTION
-
: 1 Kim THE WRITTEN NARRATIVE,
I+.HICH IS AN INTEGRAL PART OF
THIS EROSION ,410 SEDIMENT
CONTROL PLAN,
NOTE: o
STORM DRAINAGE FROM / / 2456.5'
LOTS 12 AND 13 IS -
REQUIRED TO BE DIRECTED / ti
TO POND AS SHOWN. u PEAK DISCHARGE SUMM,I2Y - POND Nat
0
POND NO.2 EMBANKMENT SECTION
Q(10) pre-devel3ped = 43-cfs
Q(10) post-devei)ped = 38 cfs @ WSEL = 13.6 NOT 708CALE
/ Q(50) post-deveiipad = 84 cfs
0<100) post-devet.;pla = 114 cfs @ WSEL = 14.5
1
1
Tn
Off'' N
00
NEa`a� 4
CAIJTERBURY
i
to P. 1f� ¢1pp0. /
p.
G
\ _i
0 0
2 f 000 00OO n+ 20' d4fAX 69 SrIXJF
000'� MIN to = 40'o000.Ote IMn` P1tCKNESS 15,
' \ 2 - 24'RCP '
\ OUTLET PROTECTION DETAA .
\ (' IkM TO SCALE
\\\ P9W OUTFALL
\ 789 NG'l
Ti71ONAL COMPUTATIONS FOR STATE D.E.M.
ervious calculations)uy
\ V SURFACE AP' 9 FL 10.0 = 40515 sl . (o t cf• ' -�-----.- �
i'IND NO.2 - \ SURFACE AIR, 0 EL= U.5 = 69850 sf
A. Streets ( 37' BTB + 10' SW ) \ /
1. Medical Center Drive 1760 LF 1.90 ac. �j f�
2. Street 'B' and cut -de -sac 380 LF 0.60 ac. - 1 PC�!`�l�(�) � No.2
3. Street 'C' 400 LF 0.43 ac. \
2.93 ac. \ / Sx0
B. 04.2 ac. total - 2.93 ac. = 21.27 ac. @ 85% \ / 82 u" 3
to be deed restricted to 85% max. Impervious ) 18.08 ac. \ / �� 0,
- ---- \ ( C� STORMWATER CONVEYANCE CHANNEL
... ---- ----
C. 21 . of / 24.2 = 0.868, use 87% 21.01 ac. \\ � OLD LL.Iy. / ""'TOB0AW
D, At 7.5' depth, 90% TSS removal, from chQrt-
24.2 X 0.1 X 3.15 = 0.76 ac. SA required / 0
/ Oa GC
\ `
E. SA provided = 0.93 ac. SA provided /
F. Volume required - (21.0 X 0.98 + 3.2 X 0.20) X 1/12 = 77,030 cf \ C SI( 1AGE AND \ / Lo=20
Volume provided - @ EL= 11.5 = 85,100 cf \ LAlIDSCAPING l / 12.1 -�
6. Drawdown time - EP IFMENT o 0ono d50 = 3" STONE
Use 4'PVC A = 0. 873 sf \ ` o�o�o� 12' to - 206
g 0.3 days \ \ > \ \��O �. oon°e' APR TWrvNF55 1'
C - 0.6
Q = CA(2 h)^1/2 Q - .297 cfs _.- \ \ N', ae" oo°o
T - 286,300 sec. N, �✓
`ED 48 "RCP
O
A P / OUTLET PROTECTION DETAIL
L i1NO T TO SCALE
8B i �. 9
c
O
n
c
ALL SLOPES
3:1 MAXIMLIA
0
0
m
10min.
6'min.
o
10min.POND
II
WSEL
'
W
2'min.
p
�P ~
PIPE
OUTLET
,eta 2'min.
ao
0
e�
OUTLET
40
PROTECTION
FOREBAY SECC'-
?N DETAIL
AS ON PLANS
TYPICAL AT ALL STORM OUTFALLS
TO POND
NOT i;^ Sr.<LE
2
REVISED AS PER DEM COMMENTS
7-31-96
1
REVISED AS PER CITY AND DEM COMMENTS
7-01-96
REV. NO. REVISIONS DATE
nECEIVE
LLLlnuf AUG 0 61996 D
PROJ # /??�S
EROSION & SEDIMENT CONTROL and WATER QUALITY PLAN
Date:
LAKESIDE PARK
Scale: care: -
LOCATED IN THE CITY OF MLMINGTON WILMINGTON TOWNSHIP
1 "= 50'
NEW HANOVER COUNTY NORTH CAROLINA
Drown:
-
DSH
NOTE: D.E.M. STORMWATER PROJECT NO. SW8 960605
04�ogsss'�G"f
SEAL
Checked:
_ GA!4,'
Prolvct No:
Z660ESC2
20007 _ . --
Q1. '• 4 ' �� j SheM No-
o
-.
f �"� E . HANOVER DESIGN SERVICES, R.A.
,,.t ,IN � LAND glRff ✓MS ENMATFRS d : 'ND PLANNERS 2
319 WALNUT STREET
WILMING��T[y
T (2X ro _ _ _..•• PHONE: 9192 ) 3430 8 2
1 •mot --_