Ret-02 1992 N. Topsail Oversized Plans

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THOM 1818
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- _ 1530
H WY.210'
ATLANTIC OCEAN
L 0 CATION MAP
210
I SCALE' I I NCH = 2 MILES
RAILROAD SPIKE
�- TO SURF CITY
To
0
3' B EAC H ACCESS F
2,750 FEET OF JEF
PROPERTY ON WEST
OF N.C. HWY: 210 A(
FROM OCEAN RIDGE V
I , IL, a im.
OCEAN RIDGE ViL'
( M,B. 25,R 26)
(SLIDE D- 214
z SEAL
t`1�75 r•:
A
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0 `l 60
NOTE NO. I- THE WITHIN PLATTED PROPERTY IS A PORTION OF THE LAND IN A DEEDTO G.C.-J.TJEFFREYS
AND A DEED FOR R.A:JEFt-REYS ESTATE WHICH SAID DEEDS ARE RECORDED IN DEED BOOK 202, PAGE 590
AND DEED BOOK 198, PAG': 298 RESPECTFULLY IN THE ONSLOW COUNTY REGISTRY.
NOTE NO. 2-IRON STAKES AT ALL PROPERTY CORNERS OR CONCRETE MONUMENTS AS SHOWN.
NOTE NO.3-CAUTION,THE OCEAN FRONT LOTS OF THIS SUBDIVISION ARE SUBJECT TO AN AVERAGE ANNUAL EROSION
RATE OF TWO( 2) FEET PER YEAR. ALL INTERESTED PARTIES ARE ADVISED TO DETERMINE THE LEGAL STATUS OF
THESE LOTS FOR BUILDING PURPOSES PRIOR TO PURCHASE.
NOTE N0. 4 - 18' DRIVE AND 4' PEDESTRIAN BEACH ACCESS OWNED BY 4 ADJOINING LOTS..
It PAbEMENT HWY, 210
CERTIFICATE OF APPROVAL BY THE PLANNING BOARD:
THE ONSLOW COUNTY PLANNING BOARD HEREBY APPROVES
THE FINAL PLAT FOR THE OCEAN RIDGE VILLAGE =
SUBDIVISION.
DATE
CHAIRMAN, ON SLOW COUNTY PLANNING BOARD
RAILROAD SPIKE
OI
0
20' SETBACK
18' DRIVE AND 4' PEDESTRIAN BEACH ACCESS 0
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OWNED BY 4 ADJOINING LOTS
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WATER AND SEWER ADVISORY COMMISSION CERTIFICATION:
I HEREBY CERTIFY THAT THE PLANS AND SPECIFICATIONS ATLANTIC OCEAN
FOR THE WATER SYSTEMS FOR OCEAN RIDGE VILLAGE=
SUBDIVISION HAVE BEEN REVIEWED AND APPROVED BY THE
ALE IN FEET 0NSLOW COUNTY WATER AND SEWER ADVISORY COMMISSION, OWNERS SIGNATURE:
120 180 240
GRAPHIC SCALE 1 INCH = 60 FEET
D ATE
UT I L I T I ES DIRECTOR
FINAL PLAT
p9n>I, r.zt:N
L
(ILLAG E II
t
229)
R,r-0�
5tN1ef5
STATE OF NORTH CAROLINA PENDER COUNTY
LEGEND:
F INA L PLAT OF
BEING DULY SWORN, SAYS THAT THIS MAP WAS MADE
PROPERTY LINE
L
LENGTH OF CIRCULAR CURVE AS MEASURED WITH THE ARC OF
OCEAN RI DG E V I L L AGE ICI
FROM AN ACTUAL SURVEY MADE THAT DEEDS USED FOR
,)INSIDE BOUNDARY LINE OF SUB DIVISION
THE CURVE
THIS SURVEY ARE SHOWN BY BOOK AND PAGE NUMBER IN NOTE NUMBER 1 ON THIS
LOT LINE OF SUB DIVISION
R
RADIUS OF CIRCULAR CURVE
FOR
. F.
BOSTI C 81 ROGER PAGE JR. M
MAP, THAT THE PRECISION OF CLOSURE AS CALCULATED BY LATITUDES AND DE
-- CENTER LINE
T
TANGENT OF CIRCULAR CURVE
STUMP SOUND TOWNSHIP
PARTURES IS 1 THAT THIS MAP WAS MADE IN ACCORDANCE WITH G.S 47 30
- --- TIE LINE, OLD PROPERTY LINE, PROPERTY LINE OF ADJOINING
p
DELTA ANGLE
ONSLOW COUNTY
AS AMENDED AND IS CORRECT TO THE BEST OF HIS KNOWLEDGE AND BELIEF.
PROPERTY; OR OUTLINE OF TOPOGRAPHICAL DETAIL
NORTH CAROLINA
E EASEMENT LINE
DATE OF SURVEY- APRI L 1989
NORTH CAROLINA, PENDER COUNTY
-R/W- RIGHT OF WAY LINE
SCALE - I I NC H z 60 FEET
i, !A NOTARY PUBLIC OF COUNTY, N C , HERE
-
---fS-- UTILITY LINES- �
DRAWN BY
,
DRAWING NC,
BY CERTIFY THAT -.PERSONALLY APPEARED BEFORE ME THIS
CONCRETE MONUMENT CONTROL CORNER (TOP ABOVE GROUND)
L. K. H.
COWAN AND J O N
ES, P.A.
755
DAY AND ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING CERTIFICATE
..�� CONCRETE MONUMENT CONTROL CORNER (TOP BURIED)
REGISTERED LAND SURVEYORS
SHEET NO
WITNESS MY HAND AND OFFICIAL SEAL THIS THE DAY OF .19_
--ti•-- IRON PIPE
DATE
MY COMM EXPIRES: � _
NOTARY PVBLIC
IRON STAKE
,
APR IL 1989
BURGAW, NORTH CAROLINA
1

THOMAS
LANDWG 529
15 30
HWY. 210
S I TE
1518 STORMWATER RUNOFF ESTIMATES
1518
ATLANTIC OCEAN
LOCATION MAP
SCALE : I INCH = 2 MILES
5/28191
210
FOR: OCEAN RIDGE VILLAGE III
North Topsail Beach, Onslow County, NC
PART
�s6a Y FINANCIALLY RESPONSIBLE and OWNER:
NORTH TOPSAIL COMMERCIAL BUILDERS, INC., A North Carolina Corporation
1798 New River Inlet Road, North Topsail Shores, Sneads Ferry, NC 28460
Contact PersG is Mr. Bennie J. Tripp, Pres.
Telephone; home. [phone] office: 328-1100
PLANS PREPARED BY:
Cowan & Jones, P.A.
Stuart H. Jones, R.L.S.
P.O. Box 1264, Burgaw, NC 28425 Telephone [phone]
And
Dennis K. Mercer, N. C. Reg. Landscape Architect No. 301
569, Jacksonville,-NC-28540-(9.19)_455-8400------------ -- - - -- -.
HEADWALL
E LEVATIO N
(PLASTIC LII
OCEAN RIDGE VI LLAGE
PROPOSED TYPICAL
DRIVEWAY AT ROAD DITI
( NOT TO SCALE)
CROSS SECTION
CONCR ETE
TOP V I EW
SCALE
I N FEET
0 50 150 200
GRAPHIC SCALE 1 INCH T 50 FEET
P,ENDER COUNTY
STATE OF NORTH CAROLING
BEING DULY' SWORN; SAYS THAT THIS MAP WAS MADE
_ _-------- ----- i_ THAT DEEDS USED F O R
FROM AN ACTUAL SURVEY MADE-,------
E NUBER
THIS SURVEY ARE SHOWN BY BOOK AND PAGE CALCULATEDNB T LATITUDESI AON THIS
ND DE
MAP, THAT THE PRECISION OF CLOSURE AS
PARTURES IS 1:. THAT THIS MAP WAS MADE IN ACCORDANCE WITH G.S 47 30
AS AMENDED AND IS CORRECT TO TIME BEST OF HIS KNOWLEDGE AND BELIEF
NORTH CAROLINA, FENDER COUNTY A NOTARY PUBLIC COUNTY, N C.; HERE
OF�.;_.v-_
= BY CERTIFY THAT- __-_ PERSONALLY APPEARED BEFORE ME THIS
cc DAY AND ACKNOWLEDGED THE DICE EXECUTION OF THE FOREGOING CERTIFICATE
WITNESS MY HAND AND OFFICIAL.. SEAL.. THIS THE __.._DAY OF
«__-_ ;19
_ _. _... ... rvnl nr_c, - _r o 11 c 1 1 ('
SECTION 1 - GENERAL
1.1 ASSUMPTIONS:
TOTAL SITE AREA = 10.6 Acres
TOTAL DISTURBED AREA = ± 4.6 Acres
SOIL TYPE: BEACH FOREDUNE ASSOCIATION (BFA)
HYDROLOGIC GROUP: A
RAINFALL INDEX (Intensity) FOR 10 YEAR-24 HR. STORM = 7.0 INCHES
RATIONAL FORMULA: Q = C i A
0 = Peak Rate of Runoff in Cubic Feet per second (CFS)
C = runoff coefficient
i = Rainfall Intensity = 7.0
A = drainage area in Acres
SECTION 2 - CALCULATIONS
2.1 RUNOFF DEPTH:
Total Area Elev. 11.5
65 X 1000 = 65,000 s-f. = 1.5 Acres
CN = 90
Rainfat��es, 0-year-StIrm-
Runoffff Depth = 5.82 Inches
A I L A IN I I I
LEGEND:
PROPERTY LINE
�.---� OUTSIDE BOUNDARY LINE OF SUB DIVISION
LOT LINE OF SUB DIVISION
CENTER LINE
TIE LINE, OLD PROPERTY LINE, PROPERTY LINE OF ADJOINING
PROPERTY, OR OUTI_INF OF TOPOGRAPHICAL DETAIL
E EASEMENT LINE
R/VV RIGHT -OF WAY LINE
UTILITY LINES
• CONCRETE MONUMENT CONTROL CORNER (TOP ABOVE GROUND)
CONCRETE MONUMENT CONTROL_ CORNER !TOP BURIED)
a..�..p..� IRON PIPE
.......•I�® IRON STAKE
Total Area Elev. 11.5 to 10.0
40 X 1000 = 40,000 s-f. = 0.9 Acres
CN=90
Rainfall 7.0 Inches, 10 Year Storm
Runoff Depth = 5.82 Inches
Depth In 10' Storage Area = 5.82 X 3 = 17.5 Inches
Runoff Depth 10.0' Elev. Plateau = 5.82 Inches
2.2 PEAK RATE OF RUNOFF FOR EACH SECTION OF QUADS (4 Lot Groups):
TOTAL NUMBER OF QUADS (4 Lot Groups) = 8
Lawn Areas + 11,820 s.f. X .5 =
Impervious Areas = 14,640 s.f. x .95 =
Total
Q = (0.75) ( 7.0 Inches) (0.61 Acres)
Q = 3.2 cfs
Total Site = 3.2 x 8 = 25.6 cfs
5910
13908
19818 - 26,460 =
C = 0.75
L LENGTH OF CIRCULAR CURVE AS
'E_. RED WITS
THE CURVE
R RADIUS OF CIRCULAR CURVE
T TANGENT OF CIRCULAR CURVE
Q DELTA ANGLE
_ -- FINISH GRADE
CONTOUR LINES
EXISTING HOUSE
I
SILT FENCE
IMPERVIOUS AREA CALCULATION For Each QUAD Section
Total Land Area = 57,831 s.f Average = 1,328 Acres
Pervious Areas:
Lawns & Plant Beds 18,336.00 average
Woods 2,160.00 "
Dunes (to Veg. Line) 21,875.00 "
4' Wood Boardwalks 1,320.00 "
43,691.00 �'
Total Area `O
rn
Impervious Areas:
4 Buildings @ 36'x60' ea. 8,640,00
Driveways & Conc. Walks 5,500.00
Total Area 14,1411.0
Total Impervious Coverage:
14,140 ! 57�#1 = 24.45 Dlo
aK
K. Mercer, Landscape Architect
Cam:
K.
:) 11 mvEwwy FIP+E�7
etch 1 0'
EARTH BERM 1. 0' TO 1.5'
1-
RADE
(
B" 1.5`
DGE VI LLAGE 11
„ A„ 1. 0'
SILT FENCE SECTION
WESCO CLASS B SILT FENCE
V�
� 1G�R,OUND 1LINE
ANCHOR BURLAP Z�IRTAT 8' DEPTH
6' MAX
�� -- TREATED 2 X 4 POST
1 1 I I
I DETAIL N0, I
DETAIL OF TEMPORARY SILT FENCE
(NOT TO SCALE)
NOTES FOR NO, i
1, S ILT FENCE MUST MEET NORTH CAROLINA DEPARTMENT
l lrl46�_ J/&I7 I OF TRANSPORTATION CLASS SPECIFICATIONS.
b
2.SILT FENCE SHALL WEBCO CLASS B SILT FENCE
OR COMPARABLE MATERIAL.
3, TREATED 2 X 4 POST SHALL 5' 0' IN HEIGHT
4. SILT FENCE SHALL BE MAINTAINED IN GOOD CONDITION.
STORM WATER MANAGEMENT PLAN
SEDIMENTATIONS EROSION CONTROL.. PL_A N
FO R
OCEAN RIDGE VI LLAGE =
STUMP SOUND TOWNSHIP
ONSLO W CO UN TY
NOR TH CA ROLINA
DATE OF SURVEY- NOVEMBER 1990
SCALE I NCH ; 50 FEET
DRAWN BY COWAN AND JONES, P.A.
L. K H-
DATE REGISTERED LAND SURVEYORS
BURGAW, NORTH CAROLINA
NO✓EMBER 1990
DRAWING NO
869
SHEET NO
3